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[PDF] STATISCHE BERECHNUNG - Free Download PDF (2024)

Download STATISCHE BERECHNUNG...

Ingenieurbüro Frank Blasek • Beratender Ingenieur • Am Kohlhof 10 • D-27711 Osterholz-Scharmbeck

Projekt Nr.: 1010-11

Frank Blasek • Beratender Ingenieur Am Kohlhof 10 D-27711 Osterholz-Scharmbeck Tel. +49 4791-965 246-0 Fax +49 4791-965 246-2 [emailprotected]

STATISCHE BERECHNUNG HERSTELLER:

Kroftman Structures B.V. Postfach 158 NL-6900AD Zevenaar

ANSPRECHPARTNER:

Herr Oscar Tiedink

PROJEKT:

Stahl-Systemhalle Typ E509

GRUNDLAGEN:

Zeichnungen des Herstellers

VORSCHRIFTEN:

Allgemeine Bau- und DIN-Vorschriften DIN 1055 Lastannahmen DIN 18800 Stahlhochbau DIN 18808 Stahlbauten – Tragwerke aus Hohlprofile

BAUSTAHL:

S355 J2 S450

Alle Anmerkungen in der Statik sind zu beachten.

Projekt Nr.: 1010-11

Seite: 1

Ingenieurbüro Frank Blasek • Beratender Ingenieur • Am Kohlhof 10 • D-27711 Osterholz-Scharmbeck

1. Inhaltsverzeichnis 1. Inhaltsverzeichnis

2. Allgemeine Anmerkungen

3. Karten für Windlastzonen und Schneelastzonen

4. Lastannahmen

POS. 1: Trapezblech Dacheindeckung (S450)

POS. 2: Pfette (QRo 40x1,5)

POS. 3: Rahmen in Achse B

POS. 4: Rückwand in Achse G

POS. 5: Vorderwand in Achse A

POS. 6: Befestigung der Trapezbleche u. Aussteifung in Längsrichtung 113 POS. 7: Fundament und Befestigung mit Bolzenankern

114

5. Zusammenfassung der Berechnungsergebnisse

115

Projekt Nr.: 1010-11

Seite: 2

2. Allgemeine Anmerkungen Der Auftraggeber bietet Stahl-Systemhalle in verschiedenen Ausführungen an.

Ingenieurbüro Frank Blasek • Beratender Ingenieur • Am Kohlhof 10 • D-27711 Osterholz-Scharmbeck

Die nachfolgende statische Berechnung beinhaltet die erforderlichen Nachweise für die Systemhalle Typ E509. Die Systemhalle E509 besteht aus Stahlrahmen (Quadratrohre 50 x 3,0 mm, Stützweite 5550 mm) im Abstand von 1508 mm. Die Halle hat in Längsrichtung insgesamt 6 Felder. Die Anzahl der Felder ist jedoch für diese Systemstatik unerheblich, da sich dadurch die Lasten je Feld nicht ändern. Die Dachneigung beträgt 12°. Dach und Wände sind mit Trapezblechen (Material S450) verkleidet. Im Rahmen einer Systemstatik sollen ermittelt werden, ob die Halle E509 für • eine Windlast von 0,71 kN/m2 (Windzone 3, d.h. alle deutschen Gebiete mit Ausnahme der Inseln und Küstengebiete) und • eine Schneelast von sk = 1,40 kN/m2 (Schneelastzone 2 bis zu einer Höhe von 450 m und Schneelastzone 3 bis zu einer Höhe von 325 m) ausreichend bemessen ist.

Grundlagen: Vorschriften:

Baustoffe:

DIN 1055

Lastannahmen

DIN 18800

Stahlbau, Bemessung und Konstruktion

DIN 18808

Stahlbauten - Tragwerke aus Hohlprofile

S355 J2 (gesamte Tragkonstruktion) S450 (Trapezblech-Dacheindeckung)

Unterlagen:

Zeichnungen vom Hersteller

Ingenieurbüro Frank Blasek • Beratender Ingenieur • Am Kohlhof 10 • D-27711 Osterholz-Scharmbeck Projekt Nr.: 1010-11 Seite: 3

3.1. Windlastzonenkarte

Ingenieurbüro Frank Blasek • Beratender Ingenieur • Am Kohlhof 10 • D-27711 Osterholz-Scharmbeck Projekt Nr.: 1010-11 Seite: 4

3.2. Schneelastzonenkarte

Ingenieurbüro Frank Blasek–Beratender Ingenieur Lastermittlung Wind & Schnee

01/2009

Seite:

WinXP

PROJEKT: 1010-11 KROFTMAN

POS: E509-X

DIN 1055-4:03/2006 + Ber1:2006, DIN 1055-5:07/2005 GELÄNDE -------------------------------------------------------------------Geländehöhe HüNN = 325.0 m Schneelastzone 3 1.40 kN/m² Bodenschneelast sk= Windzone 3 ReferenzWind qref= 0.47 kN/m² Geländekategorie Kat III Winddruck q = 0.71 kN/m² Referenzhöhe ze = 2.90 m

1,45

6,20

1,45

2,22

2,305

2,90

2,305

Windrichtung B

1,16

4,44 5,60

Gebäudehöhe Gebäudebreite Gebäudelänge Wandhöhe mit Satteldach Neigung links Überstand links Neigung rechts

h lx ly hw

= = = =

αl= ül= αr=

2.90 5.60 9.10 2.30

m m (d) m (b) m

12.0 Grad 0.00 m 12.0 Grad

9,10

GEBÄUDE -------------------------------------------------------------------Maßstab 1 : 125 58

Ingenieurbüro Frank Blasek–Beratender Ingenieur Lastermittlung Wind & Schnee

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LASTEN -------------------------------------------------------------------SCHNEELAST linke Dachfläche 1.12 kN/m² Dachschneelast si= rechte Dachfläche Dachschneelast si= 1.12 kN/m² WINDLAST, Θ = 0 Grad Einflussbreite e = 5.80 m Einflussfäche A = 10.0 m² Bei Dachüberständen ist nach DIN 1055-4 als Windunterströmung immer die Windlast der angrenzenden Wandfläche anzusetzen. h/d = 0.52; e/d = 1.04 Bereich Bauteil l[m] h[m] q[kN/m²] cpe,10 w[kN/m²] -------------------------------------------------------------------D Wand links 9.1 0.71 0.74 0.52 E Wand rechts 9.1 0.71 -0.37 -0.26 A Giebel un 1.2 0.71 -1.20 -0.85 B 4.4 0.71 -0.80 -0.57 A Giebel ob 1.2 0.71 -1.20 -0.85 B 4.4 0.71 -0.80 -0.57 Bereich Bauteil lx[m] ly[m] q[kN/m²] cpe,10 w[kN/m²] -------------------------------------------------------------------F DF Giebel un 0.6 1.5 0.71 -1.14 -0.81 G 0.6 6.2 0.71 -0.92 -0.65 F DF Giebel ob 0.6 1.5 0.71 -1.14 -0.81 H 2.2 9.1 0.71 -0.36 -0.26 J 0.6 9.1 0.71 -0.88 -0.62 I 2.2 9.1 0.71 -0.46 -0.33

POS: E509-X

Ingenieurbüro Frank Blasek–Beratender Ingenieur Lastermittlung Wind & Schnee

01/2009

Seite:

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PROJEKT: 1010-11 KROFTMAN

POS: E509 Y

DIN 1055-4:03/2006 + Ber1:2006, DIN 1055-5:07/2005 GELÄNDE -------------------------------------------------------------------Geländehöhe HüNN = 325.0 m Schneelastzone 3 Bodenschneelast sk= 1.40 kN/m² Windzone 3 ReferenzWind qref= 0.47 kN/m² Geländekategorie Kat III Winddruck q = 0.71 kN/m² Referenzhöhe ze = 2.90 m GEBÄUDE -------------------------------------------------------------------Maßstab 1 : 125 1,40

1,40

6,30

C I

4,48

1,12

2,24

9,10

3,50

1,40

H G

2,90

2,305

Windrichtung D

5,60

Gebäudehöhe Gebäudebreite Gebäudelänge Wandhöhe mit Satteldach Neigung links Überstand links Neigung rechts

h lx ly hw

= = = =

αl= ül= αr=

2.90 5.60 9.10 2.30

m m (b) m (d) m

12.0 Grad 0.00 m 12.0 Grad

Ingenieurbüro Frank Blasek–Beratender Ingenieur Lastermittlung Wind & Schnee

01/2009

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PROJEKT: 1010-11 KROFTMAN Überstand rechts ü r= Überstand Gieb.u ü u= Überstand Gieb.o ü o=

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0.00 m 0.00 m 0.00 m

LASTEN -------------------------------------------------------------------SCHNEELAST linke Dachfläche 1.12 kN/m² Dachschneelast si= rechte Dachfläche Dachschneelast si= 1.12 kN/m² WINDLAST, Θ = 90 Grad Einflussbreite e = 5.60 m Einflussfäche A = 10.0 m² Bei Dachüberständen ist nach DIN 1055-4 als Windunterströmung immer die Windlast der angrenzenden Wandfläche anzusetzen. h/d = 0.32; e/d = 0.62 Bereich Bauteil l[m] h[m] q[kN/m²] cpe,10 w[kN/m²] -------------------------------------------------------------------A Wand links 1.1 0.71 -1.20 -0.85 B 4.5 0.71 -0.80 -0.57 C 3.5 0.71 -0.50 -0.36 A Wand rechts 1.1 0.71 -1.20 -0.85 B 4.5 0.71 -0.80 -0.57 C 3.5 0.71 -0.50 -0.36 D Giebel un 5.6 0.71 0.71 0.50 E Giebel ob 5.6 0.71 -0.32 -0.23 Bereich Bauteil lx[m] ly[m] q[kN/m²] cpe,10 w[kN/m²] -------------------------------------------------------------------F DF links 1.4 0.6 0.71 -1.36 -0.97 G DF links 1.4 0.6 0.71 -1.30 -0.92 G DF rechts 1.4 0.6 0.71 -1.30 -0.92 F DF rechts 1.4 0.6 0.71 -1.36 -0.97 H DF links 2.8 2.2 0.71 -0.60 -0.43 H DF rechts 2.8 2.2 0.71 -0.60 -0.43 I DF links 2.8 6.3 0.71 -0.56 -0.40 I DF rechts 2.8 6.3 0.71 -0.56 -0.40

POS: E509 Y

Ingenieurbüro Frank Blasek • Beratender Ingenieur • Am Kohlhof 10 • D-27711 Osterholz-Scharmbeck

Projekt Nr.: 1010-11

Seite: 9

Lastannahmen

4.1

Eigengewicht E509:

Das Eigengewicht der Tragkonstruktion wird vom Berechnungs-Programm RFEM automatisch berücksichtigt! Dacheindeckung ca. 5 kg/m2

g1 = 0,05 kN/m2

Feldlänge 1,508 m => 0,05 x 1,508 =>

g´1 = 0,075 kN/m

Pfetten (QRo40x1,5) ca. 1,88 kg/m (Abstand 0,91)

g2 = 0,02 kN/m2

Feldlänge 1,508 m => 0,020 x 1,508 =>

g´2 = 0,030 kN/m

=> Gesamtgewicht der Dachkonstruktion =>

g´ = 0,105 kN/m

4.2

Windlasten E509 gem. DIN1055-4:

DIN1055-5, Anhang A, Bild A.1, Windzone 3 => qref = 0,47 kN/m2 10.3, (4) a) Regelprofil Binnenland, h ≤ 7 m => q = 1,5 x qref => q = 0,71 kN/m2 auf linke Wand (Zone D, cpe = +0,74) =>

w1 = 0,52 kN/m2

auf Dach, 0 < l < 0,60m (Zone F, cpe = -1,14) =>

w2 = -0,81 kN/m2

auf Dach, 0,60 < l < 2,80m (Zone H, cpe = -0,36) =>

w3 = -0,26 kN/m2

auf Dach, 2,80 < l < 3,40m (Zone J, cpe = -0,88) =>

w4 = -0,62 kN/m2

auf Dach, 3,40 < l < 5,60m (Zone I, cpe = -0,46) =>

w5 = -0,33 kN/m2

auf rechte Wand (Zone E, cpe = -0,37) =>

w6 = -0,26 kN/m2

=> auf linke Wand (Zone D) +0,52 x 1,508 =>

w´1 = +0,784 kN/m

=> auf Dach, 0 < l < 0,60m (Zone F) -0,81 x 1,508 =>

w´2 = -1,221 kN/m

=> auf Dach, 0,60 < l < 2,80m (Zone H) -0,26 x 1,508 =>

w´3 = -0,392 kN/m

=> auf Dach, 2,80 < l < 3,40m (Zone J) -0,62 x 1,508 =>

w´4 = -0,935 kN/m

=> auf Dach, 3,40 < l < 5,60m (Zone I) -0,33 x 1,508 =>

w´5 = -0,498 kN/m

=> auf rechte Wand (Zone E) -0,26 x 1,508 =>

w´6 = -0,392 kN/m

Projekt Nr.: 1010-11

4.3

Seite: 10

Schneelasten E509:

Ingenieurbüro Frank Blasek • Beratender Ingenieur • Am Kohlhof 10 • D-27711 Osterholz-Scharmbeck

Schneelast gem. DIN1055-5, Zone 3, h < 325 m => sk = 1,40 kN/m2 auf linke Dachfläche =>

si = 1,12 kN/m2

auf rechte Dachfläche =>

si = 1,12 kN/m2

=> auf linke Dachfläche 1,12 x 1,508 =>

s´i = 1,689 kN/m

=> auf rechte Dachfläche 1,12 x 1,508 =>

s´i = 1,689 kN/m

Projekt Nr.: 1010-11

Seite: 11

POS. 1 Trapezblech (ähnlich Profil 24.258/4, Material S450) a)

Dach mit Schneelast E509:

Ingenieurbüro Frank Blasek • Beratender Ingenieur • Am Kohlhof 10 • D-27711 Osterholz-Scharmbeck

Stützweite (E509) = 0,91 m Max. Schneelast:

si = 1,12 kN/m2

Bemessungstabelle 25.258/4, Einfeldträger: zul. q (l = 0,91 m, f < l/150) > 5,24 kN/m => Ausnutzung 1,12/5,24 = 0,21 < 1,0

Wand mit Winddruck E509:

Rückwand E509, Stützweite = 1,80 m, w1 = 0,52 kN/m2 Bemessungstabelle 25.258/4, Einfeldträger, Z 2: zul. q (l = 1,80 m, f < l/150) = 1,13 kN/m => Ausnutzung 0,52/1,13 = 0,46 < 1,0 kein weiterer Nachweis notwendig

Projekt Nr.: 1010-11

Seite: 12

POS. 2 Pfette (QRo 40x1,5) a)

Eigengewicht Dacheindeckung, Stützweite 1,508 m: g = 0,05 kN/m2

Ingenieurbüro Frank Blasek • Beratender Ingenieur • Am Kohlhof 10 • D-27711 Osterholz-Scharmbeck

Dacheindeckung Pfettenabstand 0,91 m => 0,05 x 0,91 b)

=> g´ = 0,046 kN/m

Windlast, Stützweite 1,508 m: w2 = -0,81 kN/m2

Max. Windsog (Zone F) Pfettenabstand 0,91 m => (Zone F) -0,81 x 0,91 c)

=> w´2 = -0,737 kN/m

Schneelast, Stützweite 1,508 m:

Schneelast gem. DIN1055-5, Zone 3, h < 325 m

=> sk = 1,40 kN/m2

Max. Schneelast

si = 1,12 kN/m2

Pfettenabstand 0,91 m => 1,12 x 0,91 =>

s´i = 1,019 kN/m

Aufteilung der Last in 2-achsige Belastung, da Pfette um 12° geneigt ist: Vertikalkraft auf Pfette: (0,046 + 1,019) kN/m2 x cos 12° => 2

Horizontalkraft auf Pfette (0,046 + 1,019) kN/m x sin 12° =>

s´iV = 1,042 kN/m s´iH = 0,221 kN/m

Seite: 13

Ingenieurbüro Frank Blasek–Beratender Ingenieur Durchlaufträger

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01/2010/A

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PROJEKT: 1010-11 KROFTMAN Bezeichnung: Pfette E509 Maßstab

1 : 10 0.28

1.12

0.22

1.04

horiz.

POS: 2

vert.

1,508

Stahlträger E-Modul

2-achsig

S 355

E = 21000 kN/cm2

SYSTEM Länge Querschnittswerte -------------------------------------------------------------------Feld L (m) QNr. I (cm4) Wo (cm3) Wu (cm3) 1 1.508 konstant 1 5.7 2.9 2.9 RRO40x40x1,5(sd) Querschnittsabmessungen : mit Profilhöhe = h , a oder D -------------------------------------------------------------------Quersch. Profil Außenmaße Wanddicken Radius unten Nr. h b s t r bu tu (mm) (mm) (mm) (mm) (mm) (mm) (mm) 1 Rechteckroh 40 40 1.5 TRÄGERBEZOGENE LASTEN (kN,m) -------------------------------------------------------------------BELASTUNG Lasttyp : 1=Gleichlast über L , 2=Einzellast bei a (kN,m) 3=Einzelmoment bei a , 4=Trapezlast von a - a+b 5=Dreieckslast über L, 6=Trapezlast über L -------------------------------------------------------------------Typ EG Gr VK g_l/r q_l/r Fak. Abst. Lb/Lc ausPOS Phi 4

0.000

0.000 0.000 0.000 0.000

1.042 1.000 1.120 0.221 1.000 0.280

0.000

1.508

0.000

1.508

90.0

Eigengewicht des Trägers ist mit Gamma = 78.5 kN/m3 berücksichtigt. Einwirkungen: Nr Kl Bezeichnung ψ0 ψ1 ψ2 γ -------------------------------------------------------------------J 3 Schnee bis NN +1000m 0.50 0.20 0.00 1.50 In den folgenden Tabellen steht am Ende der Zeilen ein Verweis auf die Nummer der zug. Überlagerung (siehe unten). In Tabellen mit Gammafachen Schnittgrößen steht zusätzlich ein Verweis auf die Leiteinwirkung.

Seite: 14

Ingenieurbüro Frank Blasek–Beratender Ingenieur Durchlaufträger

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POS: 2

Ergebnisse für 1-fache Lasten -------------------------------------------------------------------SCHNITTGRÖßEN

max/min My

( kNm , kN )

Feld x maxMy zugMz zugVz zugVy minMy zugMz zugVz zugVy -------------------------------------------------------------------1 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.75 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1.51 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Auflagerkräfte ( kN ) -------------------------------------------------------------------Stütze aus g max q min q Vollast max min 1 z 0.01 0.81 0.00 0.82 0.82 0.01 y 0.00 0.18 0.00 0.18 0.18 0.00 2 z 0.01 0.82 0.00 0.84 0.84 0.01 y 0.00 0.20 0.00 0.20 0.20 0.00 Auflagerkräfte ( kN ) -------------------------------------------------------------------Stütze 1 Stütze 2 EG max min max min g z 0.0 0.0 0.0 0.0 y 0.0 0.0 0.0 0.0 J z 0.8 0.0 0.8 0.0 y 0.2 0.0 0.2 0.0 -------------------------------------------------------------------Sumz 0.8 0.0 0.8 0.0 y 0.2 0.0 0.2 0.0 Ergebnisse für γ-fache Lasten SCHNITTGRÖßEN

max/min My

( kNm , kN )

Feld x maxMy zugMz zugVz zugVy minMy zugMz zugVz zugVy -------------------------------------------------------------------1 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.75 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1.51 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maßstab

1 : 20

Mzd[kNm] 0.03 0.06 0.09 0.12

Vyd[kN] -0.32 -0.24 -0.16 -0.08 0.07 0.14 0.21 0.28

0.11

-0.29

0.27

Myd[kNm]

0.2

0.4 0.47 0.6

Ingenieurbüro Frank Blasek–Beratender Ingenieur Durchlaufträger

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01/2010/A

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PROJEKT: 1010-11 KROFTMAN Bezeichnung: Pfette E509

Vzd[kN]

POS: 2

-1.6 -1.26 -1.2

-0.8

-0.4 -0.01 0.01 0.4

0.8

1.2

1.23

1.6

B e m e s s u n g

S 355

f_y,d = f_y,k / 1.1 = 327.3 N/mm2

Bemessungsschnittgrößen Feld x Myd Qzd Mzd Qyd Nr. (m) (kNm) (kN) (kNm) (kN) komb -------------------------------------------------------------------1 0.000 0.0 1.2 0.0 0.3 J 4 0.754 0.5 0.0 0.1 0.0 J 4 1.508 0.0 -1.3 0.0 -0.3 J 4 Normalspannungen Feld x σZ σD τ σV η Nr. (m) ( N/mm2 ) komb -------------------------------------------------------------------1 0.000 0.0 0.0 11.9 20.7 0.06 J 4 0.754 201.1 -201.1 0.1 201.1 0.61 J 4 1.508 0.0 0.0 12.2 21.2 0.06 J 4 Zulässige Durchbiegungen :

Seite: 15

im Feld

zul f = L / 200

Feld x fg ftot f zulf η Nr. (m) (cm) (cm) (cm) (cm) komb -------------------------------------------------------------------1 z 0.754 0.01 0.62 y 0.00 0.14 0.632 0.754 0.84 4

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PROJEKT: 1010-11 KROFTMAN Bezeichnung: Pfette E509

POS: 2

In der folgenden Tabelle sind die Lasten mit der internen Numerierung angegeben. Die anschließende Tabelle der gerechneten Kombinationen referenziert auf diese Nummern. BELASTUNG (kN,m)

Lasttyp : 1=Gleichlast über L , 2=Einzellast bei a 3=Einzelmoment bei a , 4=Trapezlast von a - a+b 5=Dreieckslast über L, 6=Trapezlast über L -------------------------------------------------------------------Nr. Feld Typ Grp g1 q1 g2 q2 Faktor Abstand Länge 1 2

4 4 y

J 1 J 2

0.00 0.00 0.00

1.04 0.00 0.22

0.00 0.00 0.00

1.12 0.00 0.28

1.00 1.00

0.00 0.00

1.51 1.51

Gerechnete Kombinationen aus 2 Lasten Last K1 K2 K3 K4 -------------------------------------------------------------------g g g g 1 . x . x 2 . . x x Die vorstehenden Kombinationen werden wie folgt bearbeitet: Beim Nachweis der Tragsicherheit werden die ständigen Lasten alle gleichzeitig alternierend mit GammaG = 1,00 / 1,35 beaufschlagt. Wenn in einer Kombination p-Lasten aus unterschiedlichen Einwirkungen vorhanden sind, dann wird jeweils untersucht, welche Einwirkung die Leiteinwirkung ist. Die Auswirkung der Lasteinwirkungsdauer wird ebenfalls geprüft.

Projekt Nr.: 1010-11

Seite: 17

POS. 3 Rahmen E509 in Achse B

Ingenieurbüro Frank Blasek • Beratender Ingenieur • Am Kohlhof 10 • D-27711 Osterholz-Scharmbeck

M 1:50

Eigengewicht Dacheindeckung, Stützweite 1,508 m: Trapezblech 0,05 x 1,508

g´1 = 0,075 kN/m

Pfetten 0,019 x 1,508

g´2 = 0,029 kN/m

=> Gesamtgewicht Dachkonstruktion =>

g´ = 0,104 kN/m

Eigengewicht Wandverkleidung, Stützweite 1,508 m: Trapezblech 0,05 x 1,508

g´ = 0,075 kN/m

Windlasten, Stützweite 1,508 m: auf linke Wand (Zone D) +0,52 x 1,508

w´1 = +0,784 kN/m

auf Dach, 0 < l < 0,60m (Zone F) -0,81 x 1,508

w´2 = -1,221 kN/m

auf Dach, 0,60 < l < 2,80m (Zone H) -0,26 x 1,508

w´3 = -0,392 kN/m

auf Dach, 2,80 < l < 3,40m (Zone J) -0,62 x 1,508

w´4 = -0,935 kN/m

auf Dach, 3,40 < l < 5,60m (Zone I) -0,33 x 1,508

w´5 = -0,498 kN/m

auf rechte Wand (Zone E) -0,26 x 1,508

w´6 = -0,392 kN/m

Schneelasten, Stützweite 1,508 m: auf linke Dachfläche 1,12 x 1,508 =>

s´i = 1,689 kN/m

auf rechte Dachfläche 1,12 x 1,508 =>

s´i = 1,689 kN/m

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INHALT

Inhalt ................................................................................................................................ Basisangaben ................................................................................................................. Grafik - Struktur ............................................................................................................... Strukturdaten Knoten .......................................................................................................................... Querschnitte ................................................................................................................. Materialien .................................................................................................................... Stabendgelenke ........................................................................................................... Stäbe ............................................................................................................................ Auflager ........................................................................................................................ Starre Kopplungen ....................................................................................................... Belastungen Basisangaben der Lastfälle ........................................................................................ LF 1 - Eigengewicht und Aufbau ................................................................................ LF 2 - Schnee sk=1,40 kN/m2 .................................................................................... LF 3 - Wind in +X q=0,71 kN/m2 ................................................................................ LF 4 - Stabilisierungslast V/100 .................................................................................. LF-, LG-Ergebnisse LF-Gruppen ................................................................................................................. Daten zur Theorie II. Ordnung .................................................................................... Grafik - Belastung ........................................................................................................ Schnittgrößen stabbezogen ........................................................................................ Auflagerkräfte und -momente ..................................................................................... Grafik - Ergebnisse ...................................................................................................... Grafik - Ergebnisse ...................................................................................................... Grafik - Ergebnisse ...................................................................................................... Grafik - Ergebnisse ...................................................................................................... Grafik - Ergebnisse ...................................................................................................... STAHL ............................................................................................................................. STAHL1 - Spannungsanalyse ....................................................................................... Basisangaben .............................................................................................................. Grenzspannungen ....................................................................................................... Querschnitte ................................................................................................................. Ergebnisse ................................................................................................................... Max. Spannungen in Querschnitten .......................................................................... Max. Spannungen in Stäben ...................................................................................... Maßgebende Schnittgrößen - [Sigma-v] ................................................................... Grafik - SPANNUNGSAUSNUTZUNG ......................................................................

18 18 19 20 20 21 21 21 22 22 22 22 22 22 23 23 23 24 25 36 38 39 40 41 42 43 43 43 43 43 43 43 44 47 48

BASISANGABEN

BERECHNUNGSART Statik Nachweis Dynamik

Theorie I. Ordnung Theorie II. Ordnung Seiltheorie

Lastfälle LF-Gruppen LF-Kombinationen

Bemessungsfälle Dynamikfälle Knickfiguren

STRUKTURKENNWERTE 1D-Durchlaufträger 2D-Stabwerk 3D-Stabwerk Trägerrost

RSTAB 5.14.582 Räumliche Stabwerke

34 1 3 2 0

Knoten Materialien Querschnitte Stabendgelenke Stabteilungen

47 0 0 0 0

Stäbe Seilstäbe Voutenstäbe El. gebet. Stäbe Stabzüge

Ing.-Software DLUBAL GmbH

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STRUKTUR

4231 38 2627

40 46

28 32

37 29 36 4 5 33 47 41

33 32

Y Z

RSTAB 5.14.582 Räumliche Stabwerke

109 46 5

16 3

14 18

13 12 11 3811 5 10 17 13 18 16 15 12 27 429

18 15 16 25 24 19 20 21 22 26 27

23 22 31

25 24 34 3530

Isometrie

Ing.-Software DLUBAL GmbH

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KNOTEN

Knoten- KoordinatenNr. system 1 2 3 4

BezugsKnoten

Kartesisch Kartesisch Kartesisch Kartesisch

Knotenkoordinaten Y [mm]

X [mm]

Z [mm]

-2780.0 -2780.0 -2780.0 -2775.0

0.0 0.0 0.0 -80.0

1835.0 2185.0 2278.0 0.0

-2775.0

0.0

-2775.0 -2775.0

0.0 0.0

1835.0 2185.0

-2775.0 -2775.0

0.0 80.0

2275.0 0.0

-2686.6 -2686.6 -2491.0 -2491.0 -2271.8 -195.6 -97.8 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

2293.7 2298.7 2335.4 2340.4 2382.0 2823.4 2844.2 2382.0 2865.0

97.8 195.6 2271.8 2491.0 2491.0 2686.6 2686.6 2775.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 -80.0

2844.2 2823.4 2382.0 2335.4 2340.4 2293.7 2298.7 0.0

2775.0

0.0

2775.0 2775.0

0.0 0.0

1835.0 2185.0

2775.0 2775.0

0.0 80.0

2275.0 0.0

2780.0 2780.0 2780.0

0.0 0.0 0.0

1835.0 2185.0 2278.0

Gelagert

5 Kartesisch Gelagert

6 Kartesisch 7 Kartesisch Gelagert

8 Kartesisch 9 Kartesisch Gelagert

10 11 12 13 14 15 16 17 18

Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch

19 20 21 22 23 24 25 26

Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch

Gelagert

27 Kartesisch Gelagert

28 Kartesisch 29 Kartesisch Gelagert

30 Kartesisch 31 Kartesisch Gelagert

32 Kartesisch 33 Kartesisch 34 Kartesisch

QRO 50x3,0 (EN 10210-2)

QRO 25x2,0 (EN 10210-2)

QUERSCHNITTE

Quer.- Mater.Nr. Nr.

2B 50/50/6

QuerschnittsBezeichnung

QRO 50x3,0 (EN 10210-2)

QRO 25x2,0 (EN 10210-2)

2B 50/50/6

RSTAB 5.14.582 Räumliche Stabwerke

IT A

318998. 554.3 25010. 179.7 6656. 600.0

I2 A2

I3 [mm4] A3 [mm2]

201989.

15609.

125000.

472200.

Ing.-Software DLUBAL GmbH

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MATERIALIEN

Mater.Nr.

MaterialBezeichnung

E-Modul

Schubmodul Sp. Gewicht Wärmedehn. [1/°C] [N/mm 2] [N/mm 3]

[N/mm 2]

1 S 355 J2

2.100E+05

8.100E+04

7.850E-05

1.200E-05

STABENDGELENKE

GelenkNr. 1 2

L o k a le s S ta b a c h s e n s y s te m X Y

1 1b 2 2b i

β 3 3b

β h ie r n e g a tiv

BezugsAchse

N/Q-Gelenk bzw. Feder [N/mm] 1-Normal 2-Schub 3-Schub

Lokal Lokal

Nein Ja

Nein Nein

Stabtyp

Knoten Anf. Ende

T/M-Gelenk bzw. Feder [Nmm/rad] 1-Torsion 2-Biegung 3-Biegung

Nein Ja

Nein Nein

Ja Ja

Nein Ja

STÄBE

StabNr. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47

RSTAB 5.14.582 Räumliche Stabwerke

Balken Balken Starre Kop Fachwerks Fachwerks Balken Balken Balken Balken Balken Balken Balken Fachwerks Balken Balken Balken Starre Kop Balken Balken Balken Balken Balken Fachwerks Balken Balken Balken Balken Balken Balken Balken Starre Kop Balken Balken Balken Fachwerks Balken Balken Balken Balken Balken Balken Balken Starre Kop Fachwerks Fachwerks Balken Balken

2 3 1 2 3 4 5 6 8 5 3 10 10 13 12 13 12 14 15 14 16 18 18 15 16 19 20 17 21 22 22 24 25 23 24 30 34 26 27 28 30 27 32 33 34 33 34

1 2 6 7 8 5 6 7 7 9 11 8 11 1 10 11 13 12 14 17 15 16 17 20 19 18 19 21 20 21 23 22 23 32 25 24 25 27 28 29 29 31 28 29 30 32 33

Beta [°] 0.00 0.00 0.00 0.00 0.00 90.00 0.00 0.00 0.00 90.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90.00 0.00 0.00 0.00 90.00 0.00 0.00 0.00 0.00 0.00

Querschnitt Anf. Ende 3 3

3 3

3 3 1 1 1 1 1 3 1 3 3 1 3

1 1 2 1 1 2 3 3 1 1 2 1 1

1 3 3 3 1 3 1 1 1 1 1

3 3 3 3

Gelenk Teil.Anf. Ende Nr. 2 1 2 -

2 1 -

Länge [mm]

Ing.-Software DLUBAL GmbH

350.0 93.0 5.0 5.0 5.8 80.0 1835.0 350.0 90.0 80.0 95.7 90.4 5.0 582.2 200.0 200.0 5.0 224.1 2122.6 2271.8 100.0 100.0 483.0 391.3 195.6 100.0 100.0 2271.8 2122.6 224.1 5.0 200.0 200.0 582.2 5.0 90.4 95.7 80.0 1835.0 350.0 90.0 80.0 5.0 5.0 5.8 350.0 93.0

Stablage VERT VERT HORI HORI ALLG HORI VERT VERT VERT HORI ALLG ALLG VERT ALLG ALLG ALLG VERT ALLG ALLG HORI ALLG ALLG VERT HORI HORI ALLG ALLG HORI ALLG ALLG VERT ALLG ALLG ALLG VERT ALLG ALLG HORI VERT VERT VERT HORI HORI HORI ALLG VERT VERT

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

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AUFLAGER

LagerNr.

Gelagerte Knoten

Drehung [°] Alpha Beta

1 4,9,26,31

Festes Auflager bzw. Feder [N/mm] [Nmm/rad] in X in Y in Z um X um Y um Z

0.0

0.0 0.0

Nein Nein

Ja Nein

Nein Ja

Nein Nein

Gelenkig

2 7,18,29 3 5,27

STARRE KOPPLUNGEN

Koppl.Nr.

Starre Kopplung an Stäben

Starre Verbindung in X Y Z

1 3,17,31,43

Starre Einspannung um X Y Z

BASISANGABEN DER LASTFÄLLE

LF-Nr. 1 2 3 4

LF-Bezeichnung

Faktor

Eigengewicht und Aufbau Schnee sk=1,40 kN/m2 Wind in +X q=0,71 kN/m2 Stabilisierungslast V/100

1.00 1.00 1.00 1.00

Überlagerungsart Ständig Veränderlich Veränderlich Veränderlich

STABLASTEN

Belastete Stäbe

Nr.

1 12,15,18,19,21,22,26 ,27,29,30,32,36 2 7-9,39-41

Z - G lobal in Z -R ich tung

Eigengewicht -1.05 -

LF 1

Lastart

LastRichtung

Lastart

LastRichtung

Parameter [kN, kNm, m, °C, kN/m, kNm/m] P1 0.104 -0.075

B ezugslänge

G - In Z - R ic h tu n g a ls G e w ic h t

u ez

lä n

STABLASTEN

Belastete Stäbe

Nr.

1 12,15,18,19,21,22,26 ,27,29,30,32,36

RSTAB 5.14.582 Räumliche Stabwerke

LF 2

Parameter [kN, kNm, m, °C, kN/m, kNm/m] P1 1.689

Ing.-Software DLUBAL GmbH

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STABLASTEN

Nr. 1 2 3 4 5 6 7 9 11 12 13 14

X - Global in X-Richtung Bezugslänge

3 - Lo ka l in 3 -R ich tu ng

1 3

u ez

lä n

LF 3

Belastete Stäbe

Lastart

LastRichtung

7-9 12,15,18 19 29 30,32,36 39-41 19 29 21 22 27 26

1 1 4 4 1 1 4 4 4 4 4 4

X 3 3 3 3 X 3 3 3 3 3 3

Parameter [kN, kNm, m, °C, kN/m, kNm/m] A B P1 P2 0.784 -1.221 -1.221 -1.221 0.000 0.086 -0.498 -0.498 0.000 0.086 -0.498 0.392 -0.392 -0.392 0.086 2.12258 -0.935 -0.935 0.086 2.12258 -0.392 -0.392 0.000 0.100 -0.392 -0.392 0.000 0.10002 -0.935 -0.935 0.000 0.100 -0.935 -0.935 0.000 0.10002

KNOTENKRÄFTE

LF 4

Belastete Knoten

Nr.

PX [kN]

1 8

0.112

Knotenkräfte PY [kN] 0.000

PZ [kN] 0.000

LF-GRUPPEN

LG-Nr.

LG-Bezeichnung

Beiwert γM 1.00 1.10 1.00 1.10 1.00 1.10

Faktor

1 Eigengewicht + Schnee 2 Eigengewicht + Wind 3 Eigengewicht + Schnee + 0 ,6 x Wind 4 Eigengewicht + Wind + 0,5 x Schnee

1.00

Lastfälle in LG

1.35*LF1 + 1.50*LF2 + LF4 1.35*LF1 + 1.50*LF3 + LF4 1.35*LF1 + 1.50*LF2 + 0.90*LF3 + LF4 1.10 1.35*LF1 + 0.75*LF2 + 1.50*LF3 + LF4

DATEN ZUR THEORIE II. ORDNUNG

LGNr. LG1 LG2 LG3 LG4

Faktor Ny

Anzahl Iterationen

1.000 1.000 1.000 1.000

RSTAB 5.14.582 Räumliche Stabwerke

3 2 3 2

Eps-Konvergenz vorhanden gewollt .88E-03 .22E-02 .23E-03 .14E-03

0.01 0.01 0.01 0.01

Ny-fache Ergebnisse

Entlastung durch Zugkräfte

Ja Ja Ja Ja

Nein Nein Nein Nein

Ing.-Software DLUBAL GmbH

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BELASTUNG 0.08 0.08

1.691.69 1.69

0.08

In Y-Richtung

X Z

1.69 1.69 1.69 1.69

1.691.69 1.69

1.69 0.100.10 0.10

0.10

0.10 0.10 0.10 0.10

1.69

0.08

LF 2 - Schnee sk=1,40 kN/m2 [kN/m]

0.10

0.100.10 0.10

In Y-Richtung

0.08

LF 1 - Eigengewicht und Aufbau [kN/m]

596.994 mm

0.11

1.221.22 1.22

0.78

0.39

0.39 0.39 0.39 0.39 0.94 0.94 0.94 1.22 1.22

0.39

0.50 0.50 0.500.39 0.50 0.50 0.94

In Y-Richtung

0.39

LF 3 - Wind in +X q=0,71 kN/m2 [kN/m]

596.994 mm In Y-Richtung

LF 4 - Stabilisierungslast V/100 [kN]

559.660 mm 551.435 mm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

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SCHNITTGRÖSSEN STABBEZOGEN

StabNr.

LF/LG- KnotenNr. Nr. 1

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1

2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 7 2 7 2 7 2 7 2 7 2 7 2 7 2 7 3 8 3 8 3 8 3 8 3 8 3 8 3 8 3 8 4

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 5.0 0 5.0 0 5.0 0 5.0 0 5 0 5 0 5 0 5 0 5.8 0 5.8 0 5.8 0 5.8 0 5 0 5 0 5 0 5 0

N 353.64 336.33 3773.63 3773.63 -3433.95 -3433.95 -230.06 -230.06 6434.31 6410.94 -4907.73 -4931.09 2748.96 2725.59 -2228.82 -2252.19 358.37 353.77 3773.63 3773.63 -3433.95 -3433.95 -230.06 -230.06 6355.10 6348.90 -4901.35 -4907.56 2690.92 2684.71 -2222.44 -2228.65 -195.42 -195.42 -1947.47 -1947.47 1600.61 1600.61 51.64 51.64 -3421.78 -3421.78 2159.81 2159.81 -1809.91 -1809.91 751.75 751.75 48.38 48.24 367.57 367.57 7.18 7.18 95.80 95.80 842.36 842.16 239.75 239.55 961.44 961.24 528.51 528.31 .00

Kräfte [N] Q2 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1.83

Q3 111.22 111.22 1121.45 1121.45 -838.85 -838.85 -36.62 -36.62 1961.30 1961.30 -1139.51 -1124.52 1088.84 1088.84 -323.35 -321.15 306.64 306.64 3068.92 3068.92 -2439.46 -2439.46 -88.26 -88.26 5383.09 5383.09 -3296.55 -3299.32 2898.74 2898.74 -1074.75 -1075.10 .12 -.12 .00 .00 .00 .00 .00 .00 .45 .11 .17 -.17 .27 -.07 .17 -.17 .12 -.12 .00 .00 .00 .00 .00 .00 .17 -.17 .17 -.17 .17 -.17 .17 -.17 61.12

Momente [Nmm] M2 .00 1987.44 .00 40914.10 .00 16793.39 .00 409299.7 .00 -6446.64 .00 -300043 .00 1151.81 .00 -11666.1 .00 32623.26 .00 719079.0 .00 -3764.32 .00 -400769 .00 29679.66 .00 410772.0 .00 8933.56 .00 -105272 .00 -26529.9 .00 1987.44 .00 -268616 .00 16793.39 .00 220423.2 .00 -6446.64 .00 9360.03 .00 1151.81 .00 -468003 .00 32623.26 .00 302990.2 .00 -3764.32 .00 -239903 .00 29679.66 .00 109274.4 .00 8933.56

-43361.8

-2444.71

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

24.37 www.dlubal.de

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SCHNITTGRÖSSEN STABBEZOGEN

StabNr.

LF/LG- KnotenNr. Nr. 6

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1

5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 5 6 5 6 5 6 5 6 5 6 5 6 5 6 5 6 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 5 9

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 80 0 80 0 80 0 80 0 80 0 80 0 80 0 80 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 80

N .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -817.10 -595.63 -4791.74 -4791.74 2073.14 2073.14 19.98 19.98 -8272.83 -7973.85 2009.83 2308.81 -6420.94 -6121.96 -1558.70 -1259.72 -53.23 -10.99 .00 .00 .00 .00 .00 .00 -157.44 -100.41 -71.86 -14.83 -136.28 -79.25 -71.86 -14.83 .00 -10.86 .00 .00 .00 .00 .00 .00 .00 -14.66 .00 -14.66 .00 -14.66 .00 -14.66 .00 .00

Kräfte [N] Q2 -1.83 .00 .00 .00 .00 .00 .00 2.47 -2.47 2.47 -2.47 2.47 -2.47 2.47 -2.47 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1.83 -1.83

Momente [Nmm] M2 -43361.8 2444.71 -429368 -24214.8 -429368 24214.81 839541.7 43239.36 839541.7 -43239.4 36995.42 1176.72 36995.42 -1176.72 -737309 -41244.4 -737309 41244.36 1240360 62526.00 1240360 -62526.0 157224.3 -756.78 157224.3 756.78 957708.2 44875.55 957708.2 -44875.6 .00 86723.62 .00 -137578 .00 858737.2 .00 -1362971 .00 -1679083 .00 968175.3 .00 -73990.8 .00 33972.89 .00 1474619 .00 -2405131 .00 -2480720 .00 1276112 .00 -314448 .00 -1421282 .00 -1915416 .00 289936.5 .00 -68396.6 .00 .00 .00 -681616 .00 .00 .00 484322.8 .00 -3175.20 .00 18073.26 .00 .00 .00 -1198956 .00 -34.98 .00 641695.8 .00 -4781.52 .00 -703479 .00 -2906.56 .00 148588.0 .00 -4796.72 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 3175.20 .00 .00 .00 .00 .00 .00 .00 34.98 .00 .00 .00 4781.52 .00 .00 .00 2906.56 .00 .00 .00 4796.72 43361.81 2444.71 43361.81 -2444.71 T

Q3 61.12 605.37 605.37 -1080.98 -1080.98 -29.42 -29.42 1031.11 1031.11 -1563.15 -1563.15 18.92 18.92 -1121.89 -1121.89 -122.24 -122.24 -1210.74 -1210.74 2161.97 723.33 58.84 58.84 -2082.99 -1894.25 3126.30 968.34 -34.40 -1125.11 2248.86 119.15 195.42 195.42 1947.47 1947.47 -1255.65 -1530.05 -51.64 -51.64 3425.10 3424.44 -1641.14 -2053.76 2124.99 1876.34 -232.41 -645.53 .00 .00 .00 .00 .00 70.56 .00 .00 .00 .39 .00 106.05 .00 64.05 .00 106.22 -61.12 -61.12

Ing.-Software DLUBAL GmbH

M3 24.37 .00 .00 .00 .00 .00 .00 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 24.37 24.37

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 27

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 10

LF/LG- KnotenNr. Nr. LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2

5 9 5 9 5 9 5 9 5 9 5 9 5 9 3 11 3 11 3 11 3 11 3 11 3 11 3 11 3 11 10 8 10 8 10 8 10 8 10 8 10 8 10 8 10 8 10 11 10 11 10 11 10 11 10 11 10 11 10 11 10 11 13 1 13

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 80 0 80 0 80 0 80 0 80 0 80 0 80 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 5.0 0 5.0 0 5.0 0 5.0 0 5 0 5 0 5 0 5 0 582 0

N .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 341.96 342.98 3546.73 3546.73 -3130.58 -3130.58 -205.52 -205.52 6020.68 6022.06 -4524.53 -4523.15 2715.21 2716.59 -1970.42 -1969.04 38.21 35.41 300.79 269.16 5.26 5.26 -39.42 -39.42 558.47 507.24 69.74 65.96 645.67 594.44 304.92 277.41 -237.60 -237.35 -2345.55 -2345.55 1947.36 1947.36 81.63 81.63 -4113.62 -4113.28 2665.96 2666.29 -2085.91 -2085.58 984.49 984.83 -950.72 -975.71 -9559.92

Kräfte [N] Q2 .00 .00 .00 .00 .00 .00 2.47 -2.47 2.47 -2.47 2.47 -2.47 2.47 -2.47 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

Momente [Nmm] M2 429368.6 24214.81 429368.6 -24214.8 -839541 -43239.4 -839541 43239.36 -36995.4 -1176.72 -36995.4 1176.72 737309.7 41244.36 737309.7 -41244.4 -1240360 -62526.0 -1240360 62526.00 -157224 756.78 -157224 -756.78 -957708 -44875.6 -957708 44875.55 .00 26529.89 .00 -4011.24 .00 268616.3 .00 -44538.0 .00 -220423 .00 49368.26 .00 -9360.03 .00 3996.33 .00 468003.7 .00 -69937.9 .00 -302990 .00 75437.56 .00 239903.2 .00 -15034.4 .00 -109274 .00 44228.27 .00 2362.83 .00 .00 .00 15876.14 .00 .00 .00 5430.04 .00 .00 .00 3799.62 .00 .00 .00 38799.46 .00 .00 .00 19311.82 .00 .00 .00 50619.08 .00 .00 .00 32024.42 .00 .00 T

Q3 -605.37 -605.37 1080.98 1080.98 29.42 29.42 -1031.11 -1031.11 1563.15 1563.15 -18.92 -18.92 1121.89 1121.89 -316.82 -321.44 -3272.18 -3272.18 2819.07 2819.07 139.56 139.56 -5617.88 -5624.12 3957.01 3952.82 -2660.75 -2666.99 1611.82 1605.80 -19.52 -32.76 -100.96 -250.32 -115.26 -4.89 -42.04 -42.04 -308.28 -550.19 -287.49 -139.80 -488.71 -631.28 -372.12 -336.45 .00 .00 .00 .00 .00 .00 .00 .00 .39 .39 .00 .00 .21 .20 .00 .00 -49.71 -64.00 -537.69

.00 .00 .00

2120.70 -30980.1 17019.79

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 .00 .00 .00 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

.00 .00 .00 www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 28

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 14

LF/LG- KnotenNr. Nr. LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2

1 13 1 13 1 13 1 13 1 13 1 13 1 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 13 11 13 11 13 11 13 11 13 11 13 11 13 11 13 11 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 15 14 15 14

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 582 0 582 0 582 0 582 0 582 0 582 0 582 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 224 0 224 0 224 0 224 0 224 0 224 0 224 0 224 0 2122 0 2122

N -9559.92 6179.41 6179.41 290.08 290.08 -16012.7 -16046.5 8277.19 8243.45 -9782.98 -9816.72 1305.60 1271.86 93.88 87.65 859.24 788.93 -400.20 -400.20 -56.45 -56.45 1631.70 1517.82 -477.04 -485.46 1267.88 1153.99 160.79 99.64 292.84 290.78 3030.04 3030.04 -2700.72 -2700.72 -187.31 -187.31 5016.36 5013.58 -3931.59 -3934.37 2187.46 2184.68 -1747.74 -1750.52 -202.70 -209.68 -2000.79 -2079.57 801.51 801.51 -47.84 -47.84 -3459.97 -3587.56 867.05 857.63 -2664.62 -2792.21 -603.31 -671.81 -1262.81 -1328.88 -11912.2 -12657.8

Q3 -537.69 288.22 288.22 -3.54 -3.54 -1013.26 -939.44 333.70 314.41 -724.97 -715.50 -60.66 -79.96 242.12 212.84 2523.32 2192.92 -2264.17 -2019.97 -121.84 -121.84 4227.82 3692.69 -3228.30 -2902.45 1850.36 1535.01 -1414.31 -1335.34 101.91 92.24 1008.58 1008.58 -941.36 -941.36 -61.49 -61.49 1687.91 1674.84 -1354.87 -1374.96 679.44 666.38 -639.10 -653.82 -365.22 -398.02 -3584.88 -3955.03 1320.82 1594.40 30.61 30.61 -5913.73 -6508.95 1504.57 1870.65 -4749.03 -5110.47 -1177.49 -1093.14 198.25 -112.54 2190.71 -1315.94

Momente [Nmm] M2 .00 -296014 .00 26379.00 .00 194174.4 .00 6397.13 .00 4333.44 .00 53105.58 .00 -526178 .00 56891.07 .00 245550.2 .00 87354.23 .00 -336959 .00 71069.24 .00 30136.93 .00 -43132.7 .00 2362.83 .00 -455745 .00 15876.14 .00 433840.5 .00 5430.04 .00 28168.09 .00 3799.62 .00 -753246 .00 38799.46 .00 632570.6 .00 19311.82 .00 -287916 .00 50619.08 .00 306987.5 .00 32024.42 .00 -23426.5 .00 -4011.24 .00 -246252 .00 -44538.0 .00 237638.9 .00 49368.26 .00 16294.14 .00 3996.33 .00 -406210 .00 -69937.9 .00 348318.4 .00 75437.56 .00 -149615 .00 -15034.4 .00 172649.0 .00 44228.27 .00 21885.64 .00 -63620.2 .00 167346.5 .00 -677348 .00 369405.2 .00 695997.3 .00 44117.34 .00 50975.93 .00 300722.5 .00 -1091900 .00 658426.2 .00 1036553 .00 767931.3 .00 -337459 .00 809776.1 .00 555129.4 .00 -69074.6 .00 21885.64 .00 -761035 .00 167346.5

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 29

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 19

LF/LG- KnotenNr. Nr. LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3

15 14 15 14 15 14 15 14 15 14 15 14 14 17 14 17 14 17 14 17 14 17 14 17 14 17 14 17 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 18 16 18 16 18 16 18 16 18 16 18 16 18 16 18 16 18 17 18 17 18

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 2122 0 2122 0 2122 0 2122 0 2122 0 2122 0 2271 0 2271 0 2271 0 2271 0 2271 0 2271 0 2271 0 2271 0 99 0 99 0 99 0 99 0 99 0 99 0 99 0 99 0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 483 0 483 0

N 5143.55 5143.55 7.24 7.24 -20272.0 -21479.5 6016.84 5927.64 -15328.5 -16536.1 -2914.39 -3562.74 1154.19 1154.19 10896.63 10896.63 -4439.65 -4439.65 -56.32 -56.32 18428.37 18428.37 -5165.05 -5165.05 14187.00 14187.00 3029.65 3029.65 311.33 308.22 4973.17 4938.05 -2050.88 -2050.88 1.73 1.73 10076.81 10019.93 -2626.91 -2631.11 7288.66 7231.79 1092.97 1062.43 -10.09 -13.20 1.40 -33.73 -.57 -.57 -.01 -.01 -11.47 -68.37 -13.18 -17.39 -12.00 -68.90 -13.43 -43.98 48.50 41.34 -6.72 -6.72 2.73

Q3 -506.96 396.38 18.88 18.88 3836.72 -2586.07 -463.59 471.87 3487.21 -2273.32 1233.91 -592.84 12.98 -20.67 3.36 3.36 -1.37 -1.37 -.01 -.01 22.70 -22.73 24.82 -26.90 21.41 -24.02 17.98 -27.45 -113.06 -127.70 -1226.01 -1391.22 784.64 823.84 11.78 11.78 -2423.27 -2690.85 1061.85 1099.09 -1314.90 -1547.20 165.65 80.78 -47.44 -62.08 6.57 -158.64 -2.67 36.54 -.03 -.03 -53.87 -321.24 -61.78 -22.66 -56.22 -287.45 -62.88 -147.15 .00 .00 .00 .00 .00

Momente [Nmm] M2 .00 414169.3 .00 369405.2 .00 4052.10 .00 44117.34 .00 -1407122 .00 300722.5 .00 540747.8 .00 658426.2 .00 -886956 .00 767931.3 .00 -22041.8 .00 809776.1 .00 .00 .00 -8738.49 .00 .00 .00 7627.64 .00 .00 .00 -3101.23 .00 .00 .00 -30.57 .00 .00 .00 -39.85 .00 .00 .00 -20098.0 .00 .00 .00 -2973.44 .00 .00 .00 -10749.8 .00 -31214.9 .00 -43252.7 .00 -337936 .00 -468797 .00 171783.5 .00 252206.6 .00 1233.25 .00 2411.65 .00 -622025 .00 -877729 .00 219346.7 .00 327448.0 .00 -413672 .00 -556776 .00 -31751.5 .00 -19430.1 .00 .00 .00 -5475.90 .00 .00 .00 -7603.62 .00 .00 .00 1692.98 .00 .00 .00 -2.63 .00 .00 .00 -18744.9 .00 .00 .00 -4216.86 .00 .00 .00 -17131.4 .00 .00 .00 -10472.6

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 30

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 23

LF/LG- KnotenNr. Nr. LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3

17 18 17 18 17 18 17 18 17 18 17 15 20 15 20 15 20 15 20 15 20 15 20 15 20 15 20 16 19 16 19 16 19 16 19 16 19 16 19 16 19 16 19 19 18 19 18 19 18 19 18 19 18 19 18 19 18 19 18 20 19 20 19 20 19

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 483 0 483 0 483 0 483 0 483 0 483 0 391 0 391 0 391 0 391 0 391 0 391 0 391 0 391 0 195 0 195 0 195 0 195 0 195 0 195 0 195 0 195 0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 99 0 99 0 99

N 2.73 .03 .03 55.12 45.46 63.39 53.73 57.70 48.05 64.55 54.89 -1604.46 -1604.46 -17226.8 -17226.8 7313.87 7313.87 3.91 3.91 -30963.0 -30963.0 8774.94 8774.94 -23050.9 -23050.9 -4117.94 -4117.94 328.03 328.03 5119.39 5119.39 -2161.03 -2161.03 -.76 -.76 10360.43 10360.43 -2768.78 -2768.78 7410.11 7410.11 1046.88 1046.88 -3.11 .00 -35.13 .00 .00 .00 .00 .00 -56.90 .00 -4.20 .00 -56.90 .00 -30.55 .00 308.97 312.08 4937.95 4973.06 -2177.34 -2177.34

Q3 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 7.87 -11.48 .25 .25 -194.31 -194.31 -8.08 -8.08 -149.69 99.57 -311.58 -337.70 -392.90 -268.00 -325.55 -347.09 -17.61 -27.28 3.11 3.11 -305.49 -305.49 -11.91 -11.91 -53.34 -66.41 -521.96 -538.92 -525.90 -538.96 -543.17 -556.23 14.64 .00 165.21 .00 -93.52 .00 .00 .00 267.51 .00 -120.44 .00 184.26 .00 3.96 .00 124.17 109.53 1391.71 1226.50 -337.49 -243.99

Momente [Nmm] M2

.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

-25822.0 -26528.3 -292238 -292140 161962.7 85936.62 1640.45 -1521.50 -529393 -539306 213299.8 86283.15 -330180 -460848 -2611.70 -134439 -25739.0 -30129.6 -330332 -329724 170090.5 110327.9 1235.88 -1094.74 -603280 -614993 223563.5 119650.0 -396541 -500699 -21278.9 -128815 -732.10 .00 -8260.45 .00 4677.15 .00 .00 .00 -13372.2 .00 6019.67 .00 -9254.38 .00 -225.15 .00 -42546.2 -30861.7 -468894 -337985 144078.6 115005.0

Ing.-Software DLUBAL GmbH

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 31

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 27

LF/LG- KnotenNr. Nr. LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4

20 19 20 19 20 19 20 19 20 19 17 21 17 21 17 21 17 21 17 21 17 21 17 21 17 21 21 20 21 20 21 20 21 20 21 20 21 20 21 20 21 20 22 21 22 21 22 21 22 21 22 21 22 21 22 21 22 21 24 22 24 22 24 22 24

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 99 0 99 0 99 0 99 0 99 0 2271 0 2271 0 2271 0 2271 0 2271 0 2271 0 2271 0 2271 0 2122 0 2122 0 2122 0 2122 0 2122 0 2122 0 2122 0 2122 0 224 0 224 0 224 0 224 0 224 0 224 0 224 0 224 0 199 0 199 0 199 0

N -3.22 -3.22 10006.50 10063.37 -2818.16 -2813.96 7022.39 7079.26 847.28 877.81 1154.19 1154.19 10896.63 10896.63 -4439.65 -4439.65 -56.32 -56.32 18428.37 18428.37 -5165.05 -5165.05 14187.00 14187.00 3029.65 3029.65 -1328.88 -1262.81 -12657.8 -11912.2 4936.24 4936.24 -1.07 -1.07 -21487.0 -20279.5 5605.53 5694.73 -16724.3 -15516.8 -3885.56 -3237.20 -209.68 -202.70 -2079.57 -2000.79 594.24 594.24 -56.16 -56.16 -3594.99 -3467.41 545.38 554.81 -2980.39 -2852.81 -994.58 -926.07 87.65 93.88 788.93 859.24 -451.20 -451.20 -25.69

Q3 11.50 11.50 2754.07 2486.49 -286.47 -167.06 2434.60 2251.18 768.54 765.12 20.67 -12.98 -3.36 -3.36 1.37 1.37 .01 .01 22.73 -22.70 26.83 -24.88 24.02 -21.41 27.45 -17.98 112.54 -198.25 1315.94 -2190.71 -573.59 1373.44 20.21 20.21 2568.27 -3750.06 -685.25 1815.74 1621.70 -2189.80 250.95 237.27 398.02 365.22 3955.03 3584.88 -1609.66 -1498.08 8.48 8.48 6532.66 5940.34 -1887.26 -1764.17 5000.25 4517.51 1089.23 941.15 -212.83 -242.12 -2192.93 -2523.32 -373.47 -273.87 -115.95

Momente [Nmm] M2 .00 -2244.32 .00 -1094.74 .00 -890391 .00 -628365 .00 148280.8 .00 125669.6 .00 -744241 .00 -509954 .00 -205722 .00 -129040 .00 -8738.49 .00 .00 .00 7627.64 .00 .00 .00 -3101.23 .00 .00 .00 -30.57 .00 .00 .00 -39.85 .00 .00 .00 -20098.0 .00 .00 .00 -2973.44 .00 .00 .00 -10749.8 .00 .00 .00 21887.24 .00 -69074.5 .00 167346.3 .00 -761035 .00 -580576 .00 230015.2 .00 -46671.2 .00 -3765.83 .00 180658.5 .00 -1429698 .00 -907804 .00 234564.0 .00 -458757 .00 -1205090 .00 -832129 .00 -340162 .00 -63618.5 .00 21887.24 .00 -677349 .00 167346.3 .00 -232417 .00 -580576 .00 -48570.6 .00 -46671.2 .00 -1217576 .00 180658.5 .00 -498734 .00 -907804 .00 -1525454 .00 -458757 .00 -1059456 .00 -832129 .00 2362.89 .00 -43131.7 .00 15876.13 .00 -455745 .00 -35897.3 .00 -100630 .00 -3536.25

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 32

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 32

LF/LG- KnotenNr. Nr. LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4

22 24 22 24 22 24 22 24 22 25 23 25 23 25 23 25 23 25 23 25 23 25 23 25 23 23 32 23 32 23 32 23 32 23 32 23 32 23 32 23 32 24 25 24 25 24 25 24 25 24 25 24 25 24 25 24 25 30 24 30 24 30 24 30 24

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 582 0 582 0 582 0 582 0 582 0 582 0 582 0 582 0 5.0 0 5.0 0 5.0 0 5.0 0 5 0 5 0 5 0 5 0 90 0 90 0 90 0 90

N -25.69 1512.25 1626.13 -627.95 -619.54 790.96 904.84 -128.54 -67.39 290.78 292.83 3030.04 3030.04 340.48 340.48 139.02 139.02 5407.78 5410.56 1099.49 1102.27 5894.43 5897.21 3507.88 3510.66 -950.71 -975.70 -9559.92 -9559.92 1323.66 1323.66 -247.13 -247.13 -16627.6 -16661.3 433.75 400.01 -15441.5 -15475.2 -6900.26 -6934.00 -237.60 -237.35 -2345.55 -2345.55 1.63 1.63 -78.51 -78.51 -4296.46 -4296.12 -413.16 -412.83 -4213.25 -4212.92 -2204.06 -2203.72 35.41 38.21 269.16 300.79 -451.23 -451.23 -42.07 -42.07

Q3 -115.95 -3984.27 -4519.40 -996.51 -885.91 -4443.66 -4889.15 -2742.58 -2879.08 -92.24 -101.91 -1008.58 -1008.58 -190.60 -190.60 -55.53 -55.53 -1818.98 -1832.04 -480.40 -493.46 -2063.41 -2076.47 -1288.36 -1301.42 -49.71 -64.00 -537.69 -537.69 237.37 237.37 6.48 6.48 -995.20 -912.92 303.56 284.27 -673.80 -599.47 -76.74 -73.74 .00 .00 .00 .00 .00 .00 .00 .00 -.33 -.32 .53 .52 .00 .00 1.07 1.07 32.76 19.52 250.32 100.96 -419.64 -374.62 -39.12 -39.12

Momente [Nmm] M2 .00 -26726.7 .00 28790.20 .00 -821570 .00 -55631.9 .00 -243656 .00 -19926.0 .00 -953200 .00 -49985.5 .00 -611735 .00 -4011.10 .00 -23425.9 .00 -44538.0 .00 -246252 .00 -23234.1 .00 -61353.8 .00 -4129.37 .00 -15235.9 .00 -80442.7 .00 -445541 .00 -46034.6 .00 -143419 .00 -111439 .00 -525424 .00 -84525.9 .00 -343502 .00 2120.83 .00 -30979.8 .00 17019.77 .00 -296014 .00 -66710.9 .00 71482.51 .00 -6627.58 .00 -2856.89 .00 35415.67 .00 -531106 .00 -107022 .00 64089.48 .00 -55536.5 .00 -433115 .00 -104603 .00 -150898

.00 .00 .00 .00 .00 .00 .00 .00

.00 2362.89 .00 15876.13 .00 -35897.3 .00 -3536.25

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

.00 .00 .00 .00 .00 .00 .00 .00 www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 33

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 36

LF/LG- KnotenNr. Nr. LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1

30 24 30 24 30 24 30 24 34 25 34 25 34 25 34 25 34 25 34 25 34 25 34 25 26 27 26 27 26 27 26 27 26 27 26 27 26 27 26 27 27 28 27 28 27 28 27 28 27 28 27 28 27 28 27 28 28 29 28 29 28 29 28 29 28

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 90 0 90 0 90 0 90 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 80 0 80 0 80 0 80 0 80 0 80 0 80 0 80 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 350 0 350 0 350 0 350 0

N 472.78 524.02 -706.94 -703.15 -128.98 -77.74 -570.69 -543.18 341.95 342.97 3546.73 3546.73 341.76 341.76 156.50 156.50 6446.45 6447.83 1180.31 1181.70 6814.66 6816.04 3950.26 3951.64 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -817.10 -595.63 -4791.74 -4791.74 1839.55 1839.55 -19.98 -19.98 -8308.55 -8009.57 1653.03 1952.01 -6639.03 -6340.05 -1966.05 -1667.07 -53.23 -10.99 .00 .00 .00 .00 .00 .00 -148.84

Kräfte [N] Q2 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1.83 -1.83 .00 .00 .00 .00 .00 .00 2.47 -2.47 2.47 -2.47 2.47 -2.47 2.47 -2.47 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

Momente [Nmm] M2 .00 .00 .00 28790.20 .00 .00 .00 -55631.9 .00 .00 .00 -19926.0 .00 .00 .00 -49985.5 .00 26529.43 .00 -4011.10 .00 268616.3 .00 -44538.0 .00 -5427.93 .00 -23234.1 .00 8405.15 .00 -4129.37 .00 488244.9 .00 -80442.7 .00 37540.27 .00 -46034.6 .00 474639.3 .00 -111439 .00 242405.2 .00 -84525.9 43362.78 2444.71 43362.78 -2444.71 429368.5 24214.81 429368.5 -24214.8 389430.5 13514.03 389430.5 -13514.0 34955.59 1063.28 34955.59 -1063.28 830961.7 43484.36 830961.7 -43484.4 687527.9 24844.06 687527.9 -24844.1 1236822 54074.82 1236822 -54074.8 1035013 42494.51 1035013 -42494.5 .00 -86725.6 .00 137576.9 .00 -858736 .00 1362971 .00 -778860 .00 -198924 .00 -69911.2 .00 27645.12 .00 -1661923 .00 2467955 .00 -1375055 .00 -85577.3 .00 -2473645 .00 2185896 .00 -2070027 .00 929489.9 .00 68395.62 .00 .00 .00 681616.1 .00 .00 .00 -91884.4 .00 -1587.60 .00 14983.11 .00 .00 .00 1233795 T

Q3 439.46 197.55 -641.34 -591.53 -119.76 -321.01 -524.00 -585.74 -316.81 -321.43 -3272.18 -3272.18 -186.06 -186.06 -130.97 -130.97 -5939.15 -5945.39 -870.16 -876.40 -6120.87 -6127.11 -3413.01 -3419.25 -61.12 -61.12 -605.37 -605.37 -337.85 -337.85 -26.58 -26.58 -1087.11 -1087.11 -621.10 -621.10 -1351.87 -1351.87 -1062.36 -1062.36 122.24 122.24 1210.74 1210.74 675.70 -43.62 53.16 53.16 2197.73 2033.26 1242.20 163.22 2731.71 2096.99 2131.66 1084.20 -195.42 -195.42 -1947.47 -1947.47 326.59 189.39 -42.81 -42.81 -3524.62

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 24.37 24.37 .00 .00 .00 .00 .00 .00 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 34

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 40

LF/LG- KnotenNr. Nr. LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1

29 28 29 28 29 28 29 30 29 30 29 30 29 30 29 30 29 30 29 30 29 30 29 27 31 27 31 27 31 27 31 27 31 27 31 27 31 27 31 33 29 33 29 33 29 33 29 33 29 33 29 33 29 33 29 34 30 34 30 34 30 34 30 34 30

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 350 0 350 0 350 0 350 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 80 0 80 0 80 0 80 0 80 0 80 0 80 0 80 0 5.0 0 5.0 0 5.0 0 5.0 0 5 0 5 0 5 0 5 0 5.8 0 5.8 0 5.8 0 5.8 0 5

N -91.82 -69.72 -12.69 -66.07 -9.04 -40.70 16.33 .00 -10.86 .00 .00 .00 .00 .00 .00 .00 -14.66 .00 -14.66 .00 -14.66 .00 -14.66 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -195.42 -195.42 -1947.47 -1947.47 154.11 154.11 -42.81 -42.81 -3522.00 -3522.00 -78.64 -78.64 -3257.91 -3257.91 -1535.93 -1535.93 48.39 48.24 367.57 367.57 -616.20 -616.20 -57.45 -57.45 645.68 645.48

Kräfte [N] Q2 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1.83 -1.83 .00 .00 .00 .00 .00 .00 2.47 -2.47 2.47 -2.47 2.47 -2.47 2.47 -2.47 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

Momente [Nmm] M2 .00 30.62 .00 -30171.8 .00 -2420.12 .00 1106043 .00 -1430.64 .00 480086.0 .00 -2408.91 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1587.60 .00 .00 .00 .00 .00 .00 .00 -30.62 .00 .00 .00 2420.12 .00 .00 .00 1430.64 .00 .00 .00 2408.91 -43362.8 -2444.71 -43362.8 2444.71 -429368 -24214.8 -429368 24214.81 -389430 -13514.0 -389430 13514.03 -34955.6 -1063.28 -34955.6 1063.28 -830961 -43484.4 -830961 43484.36 -687527 -24844.1 -687527 24844.06 -1236822 -54074.8 -1236822 54074.82 -1035013 -42494.5 -1035013 42494.51 T

Q3 -3524.13 182.12 -25.34 -3102.25 -3226.14 -1276.27 -1483.01 .00 .00 .00 .00 .00 35.28 .00 .00 .00 -.34 .00 53.35 .00 31.77 .00 53.23 61.12 61.12 605.37 605.37 337.85 337.85 26.58 26.58 1087.11 1087.11 621.10 621.10 1351.87 1351.87 1062.36 1062.36 .12 -.12 .00 .00 .00 .00 .00 .00 .40 .06 .08 -.25 .17 -.16 .16 -.18 .12 -.12 .00 .00 .00 .00 .00 .00 .17 -.17

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 24.37 24.37 .00 .00 .00 .00 .00 .00 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 35

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 45

LF/LG- KnotenNr. Nr. LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

34 30 34 30 34 30 33 32 33 32 33 32 33 32 33 32 33 32 33 32 33 32 34 33 34 33 34 33 34 33 34 33 34 33 34 33 34 33

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 5 0 5 0 5 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 93

N -939.99 -940.19 -175.56 -175.76 -766.12 -766.32 353.64 336.33 3773.63 3773.63 572.70 572.70 191.32 191.32 6932.77 6909.40 1556.74 1533.37 7529.20 7505.83 4531.99 4508.62 358.36 353.76 3773.63 3773.63 572.70 572.70 191.32 191.32 6862.16 6855.95 1565.25 1559.05 7541.36 7535.15 4569.52 4563.31

Kräfte [N] Q2 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

Q3 -.51 -.85 .15 -.19 -2.57 -2.91 -111.22 -111.22 -1121.45 -1121.45 80.93 80.93 -32.35 -32.35 -2038.50 -2038.50 -65.02 -65.02 -1918.20 -1918.20 -916.93 -916.93 -306.63 -306.63 -3068.92 -3068.92 235.04 235.04 -75.15 -75.15 -5560.51 -5560.51 -143.65 -143.65 -5176.10 -5176.10 -2452.86 -2452.86

Momente [Nmm] M2

.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

-1987.46 -40913.5 -16793.4 -409299 16430.67 44755.46 1415.82 -9905.03 -28882.1 -742357 24180.58 1424.68 -6738.50 -678107 14289.20 -306636 26529.43 -1987.46 268616.3 -16793.4 -5427.93 16430.67 8405.15 1415.82 488244.9 -28882.1 37540.27 24180.58 474639.3 -6738.50 242405.2 14289.20

Ing.-Software DLUBAL GmbH

.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 36

AUFLAGERKRÄFTE UND -MOMENTE

KnotenNr. 4

LF/LGNr. LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1

Auflagerkräfte [N] PY -61.118 .000 -605.370 .000 1080.984 .000 29.418 .000 -1031.109 .000 1563.150 .000 -18.919 .000 1121.889 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 -61.118 .000 -605.370 .000 1080.984 .000 29.418 .000 -1031.109 .000 1563.150 .000 -18.919 .000 1121.889 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 61.118 .000 605.370 .000 337.851 .000 26.582 .000 1087.109 .000 621.102 .000 1351.871 .000 1062.363 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 61.118 .000

RSTAB 5.14.582 Räumliche Stabwerke

PZ -1.828 .000 .000 .000 -2.467 -2.467 -2.467 -2.467 -820.756 -4791.739 2073.138 19.982 -8277.771 2004.896 -6425.875 -1563.635 .000 .000 .000 .000 .000 .000 .000 .000 -1.828 .000 .000 .000 -2.467 -2.467 -2.467 -2.467 .000 .000 .000 .000 .000 .000 .000 .000 -1.828 .000 .000 .000 -2.467 -2.467 -2.467 -2.467 -820.756 -4791.740 1839.550 -19.982 -8313.490 1648.093 -6643.969 -1970.990 .000 .000 .000 .000 .000 .000 .000 .000 -1.828

Auflagermomente [Nmm] MY MZ -24.369 -43361.810 2444.713 .000 -429368.60 24214.810 .000 839541.70 -43239.360 .000 36995.420 -1176.717 -32.898 -737309.70 41244.360 -32.898 1240360.00 -62526.000 -32.898 157224.30 756.779 -32.898 957708.20 -44875.550 .000 .000 .000 .000 .022 -.001 .000 .016 .000 .000 .000 .000 .000 -.044 -.002 .000 -.073 .001 .000 .002 .000 .000 .008 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 24.369 -43361.810 -2444.713 .000 -429368.60 -24214.810 .000 839541.70 43239.360 .000 36995.420 1176.717 32.898 -737309.70 -41244.360 32.898 1240360.00 62526.000 32.898 157224.30 -756.779 32.898 957708.20 44875.550 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 -24.369 43362.780 -2444.713 .000 429368.50 -24214.810 .000 389430.50 -13514.030 .000 34955.590 -1063.284 -32.898 830961.70 -43484.360 -32.898 687527.90 -24844.060 -32.898 1236823.00 -54074.820 -32.898 1035014.00 -42494.510 .000 .003 .000 .000 -.016 -.001 .000 -.020 .000 .000 .001 .000 .000 .002 .001 .000 .014 .000 .000 -.090 .001 .000 -.013 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 24.369 43362.780 2444.713

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 37

AUFLAGERKRÄFTE UND -MOMENTE

KnotenNr. 31

ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten

LF/LGNr. LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

Auflagerkräfte [N] PY 605.370 .000 337.851 .000 26.582 .000 1087.109 .000 621.102 .000 1351.871 .000 1062.363 .000 .000 .000 .000 .000 .000 .000 .000 .000 2837.669 .000 2837.669 .000 112.000 .000 112.000 .000 112.000 .000 112.000 .000 4368.503 .000 4368.504 .000 2665.902 .000 2665.902 .000 4368.503 .000 4368.504 .000

RSTAB 5.14.582 Räumliche Stabwerke

PZ .000 .000 .000 -2.467 -2.467 -2.467 -2.467 -1648.823 -1648.823 -9583.479 -9583.479 3912.688 3912.688 .000 .000 -16601.130 -16601.130 3643.120 3643.121 -13079.710 -13079.710 -3544.494 -3544.488

Auflagermomente [Nmm] MY .000 429368.50 .000 389430.50 .000 34955.590 32.898 830961.70 32.898 687527.90 32.898 1236823.00 32.898 1035014.00

Ing.-Software DLUBAL GmbH

MZ 24214.810 13514.030 1063.284 43484.360 24844.060 54074.820 42494.510

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 38

ERGEBNISSE LG 1 - Eigengewicht + Schnee Schnittgrößen N

In Y-Richtung

-30963.00 -30963.00 -20272.00 -20279.50 -68.370 -11.470 55.120 -56.900

-21479.50

-21487.00

10360.400 10360.400 10063.400 10076.800 10019.900 10006.500

-16627.60 -3467.410 -3594.990

-16012.70 -3459.970 -3587.560 45.460

-4113.280 -4113.620 -3421.780 6355.100 1631.700 558.470 5016.360 6434.310 6348.900 -14.660 507.240 1517.820 842.360 842.160 5013.580 6022.060 18428.400 -100.410 6020.680 -16046.50

-4296.120 -4296.460 -3522.000 6862.160 1626.130 472.780 524.020 6932.770 6855.950 -14.660 5410.560 1512.250 645.680 645.480 5407.780 6447.830 -91.820 6446.450 18428.400 -16661.30

18428.400

-7973.850 6410.940 -157.440

-8009.570 6909.400 -148.840

-8272.830

-8308.550

31226.400 N 381.663 mm Max N: 18428.40, Min N: -30963.00 N LG 1 - Eigengewicht + Schnee Schnittgrößen M-2

In Y-Richtung

-1429700. -1407120. -877729.0 -890391.0 -628365.0 -622025.0 -614993.0 -603280.0 -546542.0 -539306.0 -529393.0 -18744.90 -13372.20

-1217580. -821570.0 -445541.0 -80442.70

-1091900. -753246.0 -406210.0 -69937.90 -468003.0 53105.600 300723.00 32623.30038799.500 -34.980 34.980 468004.00

12880.700 1350950.0

-39.850

12880.700 1235210.0

488245.00 180659.00 35415.700 -28882.10 28790.200 -30.620 30.620 488245.00

-526178.0

-531106.0

-2405130. -1198960. 719079.00

-742357.0 1233800.0 2467960.0

41244.400 -41244.40 1474620.0

-1661920. 43484.400 -43484.40

2653370.00 Nmm 406.876 mm Max M-2: 2467960.00, Min M-2: -2405130.0 Nmm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 3

KROFTMAN H509

Rahmen H509 in Achse B

Seite: 39

ERGEBNISSE LG 2 - Eigengewicht + Wind Schnittgrößen N

In Y-Richtung

-2813.960 -2626.910 -2818.160 -2631.110 -2768.780 -2768.780 -17.390 63.390 -13.180 -4.200 -5165.050 -3931.590 -4523.150 -4524.530 -3934.370

-5165.050 5694.730 6016.840 8774.940 53.730 8774.940

-477.040 -485.460 2666.290 2665.960 -4901.350 867.050 857.630 69.740 -14.660 -4907.730 -4907.560 65.960 239.750 239.550 -14.830 8277.190 5927.640 2159.810 -71.860

-5165.050 -619.540 -939.990 -940.190 -703.150 -627.950 -706.940 -412.830 -413.160 1565.250 554.810 433.750 545.380 -78.640 1102.270 1556.740 1559.050 -12.690 1099.490 1181.700 1180.310 -14.660 5605.530

2308.810 -4931.090

1533.370 -69.720 400.010

1952.010

8243.450

2009.830

1653.030

8511.660 N 367.089 mm Max N: 8774.94, Min N: -5165.05 N LG 2 - Eigengewicht + Wind Schnittgrößen M-2

In Y-Richtung

-4216.860 -1128530.

6019.670 119650.00 223564.00 86283.100 125670.00 213300.00 219347.00 148281.00 234564.00 327448.00 540748.00 373385.00

-302990.0 302990.00 56891.100 19311.800 75437.600 348318.00 658426.00 -3764.320 -4781.520 4781.520632571.00 1036550.0

-907804.0 -498734.0 -243656.0 -143419.0 -107022.0 -55631.90 -46034.60

-20098.00

10409.500

37540.300 24180.600 37540.300 -2420.120 2420.120

-400769.0 641696.00 1276110.0

-85577.30 -30171.80 1424.680 64089.500

245550.00

-2480720. 62526.000 -62526.00

-1375060. 24844.100 -24844.10

2513010.00 Nmm 383.370 mm Max M-2: 1276110.00, Min M-2: -2480720.0 Nmm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

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Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

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ERGEBNISSE LG 3 - Eigengewicht + Schnee + 0,6 x Wind Schnittgrößen N

In Y-Richtung

-23050.90 -23050.90 -15516.80 -15328.50

-68.900 -56.900 -12.000 57.700

-16536.10

-16724.30

7410.110 7410.110 7079.260 7288.660 7022.390 7231.790

-15441.50 -2852.810 -2980.390 -175.560 -175.760 -77.740 -128.980 -4212.920 -4213.250 7541.360-3257.910 904.840 790.960 7529.200 7535.150 5897.210 -14.660 -9.040 5894.430 14187.000 6816.040 6814.660 -15475.20

-2664.620 -9782.980 -2792.210 48.050

-2085.580 -2085.910 2690.920 -1809.910 1267.880 2187.460 645.670 2748.960 2684.710 -14.660 1153.990 2184.680 594.440 2716.590 961.440 961.240 2715.210 -79.250 14187.000 -9816.720

14187.000

-6121.960 2725.590 -136.280

-6340.050 7505.830 -66.070

-6420.940

-6639.030

23299.800 N 382.530 mm Max N: 14187.00, Min N: -23050.90 N LG 3 - Eigengewicht + Schnee + 0,6 x Wind Schnittgrößen M-2

In Y-Richtung

-1205090. -886956.0 -509954.0 -744241.0 -556776.0 -413672.0 -500699.0 -396541.0 -460848.0 -330180.0 -17131.40 -9254.380

-337459.0 -287916.0 -149615.0 -15034.40 -239903.0 87354.200 50619.100 767931.00 29679.700 239903.00 -2906.560 2906.560

241273.00 11413.900

-2973.440

11413.900

1667250.0

-1525450. -953200.0 -458757.0 -525424.0 -55536.50 -111439.0 -19926.00 474639.00 -1430.640 1430.640 -6738.500 474639.00 -433115.0

-336959.0 -1421280. -703479.0 410772.00

-678107.0 1106040.0 2185900.0

-314448.0 -756.780 756.780

-2473650.54074.800 -54074.80

2576970.00 Nmm 394.252 mm Max M-2: 2185900.00, Min M-2: -2473650.0 Nmm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

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Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

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ERGEBNISSE LG 4 - Eigengewicht + Wind + 0,5 x Schnee Schnittgrößen N

In Y-Richtung

-4117.940 -4117.940 -3237.200 -2914.390 -43.980 -30.550 64.550 -13.430 1046.880 1046.880 877.810 1092.970 847.280 1062.430

-3562.740

-3885.560 -6900.260 -926.070 -994.580 -766.120 -766.320 -543.180 -67.390 -570.690 -128.540 -2203.720 -1535.930 -2204.060 4569.520 4563.310 4531.990 3029.650 -14.660 16.330 -6934.000 3510.660 3507.880 3951.640 3950.260

-1747.740 -603.310 -1969.040 -1750.520 -1970.420 -671.810 54.890 984.830 984.490 -2222.440 160.790 1305.600 99.640 304.920 -14.660 -2228.820 -2228.650 277.410 3029.650 528.510 528.310 -14.830 751.750 -1259.720 -71.860

3029.650

-2252.190

4508.620 -1667.070 -40.700

1271.860

-1558.700

-1966.050

7065.850 N 385.640 mm Max N: 4569.52, Min N: -6934.00 N LG 4 - Eigengewicht + Wind + 0,5 x Schnee Schnittgrößen M-2

In Y-Richtung

-340162.0 -129040.0 -205722.0 -128815.0 -31751.50 -21278.90 -134439.0 -10472.60 -19430.10 -22041.80 -2611.700 -225.150

-109274.0 109274.00 71069.200 172649.00 44228.300 -4796.720 8933.560 4796.720 306988.00 32024.400 809776.00 555129.00

-832129.0 -1059460. -611735.0 -343502.0 -104603.0 -49985.50 -84525.90

-10749.80 8084.680 995749.00

8084.680

242405.00 14289.200 -2408.910 2408.910 242405.00 -150898.0 -306636.0 480086.00 929490.00

-105272.0 148588.00 289937.00 30136.900

-1915420.44875.600 -44875.60

-2070030. 42494.500 -42494.50

2145270.00 Nmm 392.200 mm Max M-2: 995749.00, Min M-2: -2070030.0 Nmm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

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Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

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ERGEBNISSE LF 2 - Schnee sk=1,40 kN/m2 Verschiebungen

In Y-Richtung

14.769

Max u: 14.77 mm Faktor für Verschiebungen: 60

425.290 mm

LF 3 - Wind in +X q=0,71 kN/m2 Verschiebungen

In Y-Richtung

35.976

Max u: 35.98 mm Faktor für Verschiebungen: 9

RSTAB 5.14.582 Räumliche Stabwerke

376.109 mm

Ing.-Software DLUBAL GmbH

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Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

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STAHL1 - SPANNUNGSANALYSE BASISANGABEN

ZU BEMESSENDE STÄBE Alle ZU BEMESSENDE LASTFÄLLE LG1 - Eigengewicht + Schnee LG2 - Eigengewicht + Wind LG3 - Eigengewicht + Schnee + 0,6 x Wind LG4 - Eigengewicht + Wind + 0,5 x Schnee

GRENZSPANNUNGEN

Mat.Nr.

MaterialBezeichnung 1 S 355 J2 G3

QRO 50x3,0 (EN 10210-2)

QRO 25x2,0 (EN 10210-2)

50.0

25.0

50.0

2.0

2B 50/50/6 62.0 50.0

DIN 18800 t Gesamtgewicht Dachverkleidung =>

g1´ = 0,052 kN/m

Eigengewicht Wand-Verkleidung E509, Stützweite 1,85 m: Trapezblechverkleidung 0,05 x 1,85

g2´ = 0,093 kN/m

Windlasten E509, Stützweite 1,85 m: auf Wand (cpe = +0,71) =>

w1 = 0,50 kN/m2

=> auf Wand 0,50 x 1,85

w´1 = +0,925 kN/m

auf Dach (cpe = -1,33) =>

w1 = 0,95 kN/m2

=> auf Dach 0,95 x 1,508 / 2

w´1 = -0,716 kN/m

Schneelasten E509, Stützweite 1,508 m: 1,12 x 1,508 / 2 =>

s´i = 0,844 kN

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INHALT

Inhalt ................................................................................................................................ Basisangaben ................................................................................................................. Grafik - Struktur ............................................................................................................... Strukturdaten Knoten .......................................................................................................................... Querschnitte ................................................................................................................. Materialien .................................................................................................................... Stabendgelenke ........................................................................................................... Stäbe ............................................................................................................................ Auflager ........................................................................................................................ Starre Kopplungen ....................................................................................................... Belastungen Basisangaben der Lastfälle ........................................................................................ LF 1 - Eigengewicht und Aufbau ................................................................................ LF 2 - Schnee sk=1,40 kN/m2 .................................................................................... LF 3 - Wind in +Y q=0,71 kN/m2 ................................................................................ LF 4 - Stabilisierungslast V/100 .................................................................................. LF-, LG-Ergebnisse LF-Gruppen ................................................................................................................. Daten zur Theorie II. Ordnung .................................................................................... Grafik - Belastung ........................................................................................................ Schnittgrößen stabbezogen ........................................................................................ Auflagerkräfte und -momente ..................................................................................... Grafik - Ergebnisse ...................................................................................................... Grafik - Ergebnisse ...................................................................................................... Grafik - Ergebnisse ...................................................................................................... Grafik - Ergebnisse ...................................................................................................... Grafik - Ergebnisse ...................................................................................................... STAHL ............................................................................................................................. STAHL1 - Spannungsanalyse ....................................................................................... Basisangaben .............................................................................................................. Grenzspannungen ....................................................................................................... Querschnitte ................................................................................................................. Ergebnisse ................................................................................................................... Max. Spannungen in Querschnitten .......................................................................... Max. Spannungen in Stäben ...................................................................................... Maßgebende Schnittgrößen - [Sigma-v] ................................................................... Grafik - SPANNUNGSAUSNUTZUNG ......................................................................

50 50 51 52 52 53 53 53 54 54 54 54 54 54 55 55 55 56 57 67 69 70 71 72 73 74 74 74 74 74 74 74 75 78 79

BASISANGABEN

BERECHNUNGSART Statik Nachweis Dynamik

Theorie I. Ordnung Theorie II. Ordnung Seiltheorie

Lastfälle LF-Gruppen LF-Kombinationen

Bemessungsfälle Dynamikfälle Knickfiguren

STRUKTURKENNWERTE 1D-Durchlaufträger 2D-Stabwerk 3D-Stabwerk Trägerrost

RSTAB 5.14.582 Räumliche Stabwerke

31 1 2 2 0

Knoten Materialien Querschnitte Stabendgelenke Stabteilungen

45 0 0 0 0

Stäbe Seilstäbe Voutenstäbe El. gebet. Stäbe Stabzüge

Ing.-Software DLUBAL GmbH

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STRUKTUR

38 41

39 44

26 29

37 27 36 43 45 30 40

34 42

RSTAB 5.14.582 Räumliche Stabwerke

19 12 4

153

12 17

11 14 10 8 13 37510 99 15 11 26428

16 1420 152124 23 17 18 25 26

33 32

22 21 31

24 23 31 3528

Isometrie

Ing.-Software DLUBAL GmbH

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KNOTEN

Knoten- KoordinatenNr. system 1 2 3 4

BezugsKnoten

Kartesisch Kartesisch Kartesisch Kartesisch

Knotenkoordinaten Y [mm]

X [mm]

Z [mm]

-2780.0 -2780.0 -2780.0 -2775.0

0.0 0.0 0.0 0.0

1835.0 2185.0 2278.0 0.0

-2775.0 -2775.0

0.0 0.0

1835.0 2185.0

-2775.0 -2686.6 -2686.6 -2491.0 -2491.0 -925.0

0.0 0.0 0.0 0.0 0.0 0.0

2275.0 2293.7 2298.7 2335.4 2340.4 0.0

-925.0 -195.6 -97.8 0.0

0.0 0.0 0.0 0.0

2668.3 2823.4 2844.2 2865.0

97.8 195.6 925.0

0.0 0.0 0.0

2844.2 2823.4 0.0

925.0 2491.0 2491.0 2686.6 2686.6 2775.0

0.0 0.0 0.0 0.0 0.0 0.0

2668.3 2335.4 2340.4 2293.7 2298.7 0.0

2775.0 2775.0

0.0 0.0

1835.0 2185.0

2775.0 2780.0 2780.0 2780.0

0.0 0.0 0.0 0.0

2275.0 1835.0 2185.0 2278.0

Gelagert

5 Kartesisch 6 Kartesisch Gelagert

7 8 9 10 11 12

Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch

13 14 15 16

Kartesisch Kartesisch Kartesisch Kartesisch

Gelagert

17 Kartesisch 18 Kartesisch 19 Kartesisch Gelagert

20 21 22 23 24 25

Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Gelagert

26 Kartesisch 27 Kartesisch Gelagert

28 29 30 31

QRO 50x2 (EN 10219-2)

2B 50/50/3

Kartesisch Kartesisch Kartesisch Kartesisch

QUERSCHNITTE

Quer.- Mater.Nr. Nr.

QuerschnittsBezeichnung

QRO 50x2 (EN 10219-2)

2B 50/50/3

RSTAB 5.14.582 Räumliche Stabwerke

IT A

225759. 373.7 866. 300.0

I2 A2

I3 [mm4] A3 [mm2]

141470.

62500.

210900.

Ing.-Software DLUBAL GmbH

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MATERIALIEN

Mater.Nr.

MaterialBezeichnung

E-Modul

Schubmodul Sp. Gewicht Wärmedehn. [1/°C] [N/mm 2] [N/mm 3]

[N/mm 2]

1 S 355 J2

2.100E+05

8.100E+04

7.850E-05

1.200E-05

STABENDGELENKE

GelenkNr. 1 2

L o k a le s S ta b a c h s e n s y s te m X Y

1 1b 2 2b i

β 3 3b

β h ie r n e g a tiv

BezugsAchse

N/Q-Gelenk bzw. Feder [N/mm] 1-Normal 2-Schub 3-Schub

Lokal Lokal

Nein Ja

Nein Nein

Stabtyp

Knoten Anf. Ende

T/M-Gelenk bzw. Feder [Nmm/rad] 1-Torsion 2-Biegung 3-Biegung

Nein Ja

Nein Nein

Ja Ja

Nein Ja

STÄBE

StabNr. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45

RSTAB 5.14.582 Räumliche Stabwerke

Balken Balken Starre Kop Fachwerks Fachwerks Balken Balken Balken Balken Balken Fachwerks Balken Balken Balken Starre Kop Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Starre Kop Balken Balken Balken Fachwerks Balken Balken Balken Balken Balken Starre Kop Fachwerks Fachwerks Balken Balken

2 3 1 2 3 4 5 7 3 7 8 11 8 9 10 4 13 12 14 14 15 12 14 15 17 18 20 19 21 19 21 23 24 22 23 28 31 25 26 28 29 30 31 30 31

1 2 5 6 7 5 6 6 9 8 9 1 10 11 11 12 10 13 13 15 16 19 18 17 16 17 18 20 20 25 22 21 22 29 24 23 24 26 27 27 26 27 28 29 30

Beta [°] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Querschnitt Anf. Ende 2 2

2 2

2 2 1 1 1 2 1 2 2 1 2

1 1 1 1 1 1 1 2 2 1 1 1 1 1 1

1 2 2 2 1 2 1 1 1

2 2 2 2

Gelenk Teil.Anf. Ende Nr. 2 2 -

2 -

Länge [mm]

Ing.-Software DLUBAL GmbH

350.0 93.0 5.0 5.0 5.8 1835.0 350.0 90.0 95.7 90.4 5.0 582.2 200.0 200.0 5.0 1850.0 1601.0 2668.3 745.7 100.0 100.0 1850.0 391.3 195.6 100.0 100.0 745.7 2668.3 1601.0 1850.0 5.0 200.0 200.0 582.2 5.0 90.4 95.7 1835.0 350.0 90.0 5.0 5.0 5.8 350.0 93.0

Stablage VERT VERT HORI HORI ALLG VERT VERT VERT ALLG ALLG VERT ALLG ALLG ALLG VERT HORI ALLG VERT ALLG ALLG ALLG HORI HORI HORI ALLG ALLG ALLG VERT ALLG HORI VERT ALLG ALLG ALLG VERT ALLG ALLG VERT VERT VERT HORI HORI ALLG VERT VERT

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

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AUFLAGER

LagerNr.

Gelagerte Knoten

Drehung [°] Alpha Beta

1 6,16,27 2 4,12,19,25

0.0 0.0

Festes Auflager bzw. Feder [N/mm] [Nmm/rad] in X in Y in Z um X um Y um Z

0.0 0.0

Nein Ja

Ja Ja

Nein Ja

Nein Nein

STARRE KOPPLUNGEN

Koppl.Nr.

Starre Kopplung an Stäben

Starre Verbindung in X Y Z

1 3,15,31,41

Starre Einspannung um X Y Z

BASISANGABEN DER LASTFÄLLE

LF-Nr. 1 2 3 4

LF-Bezeichnung

Faktor

Eigengewicht und Aufbau Schnee sk=1,40 kN/m2 Wind in +Y q=0,71 kN/m2 Stabilisierungslast V/100

1.00 1.00 1.00 1.00

Überlagerungsart Ständig Veränderlich Veränderlich Veränderlich

STABLASTEN

Belastete Stäbe

Nr.

1 10,13,17,19-21,25 -27,29,32,36 2 6-8,38-40 3 18,28

G - In Z - R ic h tu n g a ls G e w ic h t

Eigengewicht -1.05 -

LF 1

Lastart

LastRichtung

1 1

G G

Parameter [kN, kNm, m, °C, kN/m, kNm/m] P1 0.052 0.085 0.093

s ug

lä n

STABLASTEN

Belastete Stäbe

Nr.

1 10,13,17,19-21,25 -27,29,32,36

RSTAB 5.14.582 Räumliche Stabwerke

LF 2

Lastart

LastRichtung

Parameter [kN, kNm, m, °C, kN/m, kNm/m] P1 0.844

Ing.-Software DLUBAL GmbH

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STABLASTEN

Y - G lobal in Y -R ichtung

LF 3

Belastete Stäbe

Nr.

Lastart

LastRichtung

1 1

Y Y

1 10,13,17,19-21,25 -27,29,32,36 2 6-8,38-40 3 18,28

Parameter [kN, kNm, m, °C, kN/m, kNm/m] P1 -0.716 0.463 0.925

B ezugslänge

3 - Lo ka l in 3 -R ich tu ng

1 3

s ug

lä n

KNOTENKRÄFTE

LF 4

Belastete Knoten

Nr.

PX [kN]

1 7

0.067

Knotenkräfte PY [kN] 0.000

PZ [kN] 0.000

LF-GRUPPEN

LG-Nr.

LG-Bezeichnung

Beiwert γM 1.00 1.10 1.00 1.10 1.00 1.10

Faktor

1 Eigengewicht + Schnee 2 Eigengewicht + Wind 3 Eigengewicht + Schnee + 0 ,6 x Wind 4 Eigengewicht + Wind + 0,5 x Schnee

1.00

Lastfälle in LG

1.35*LF1 + 1.50*LF2 + LF4 1.35*LF1 + 1.50*LF3 + LF4 1.35*LF1 + 1.50*LF2 + 0.90*LF3 + LF4 1.10 1.35*LF1 + 0.75*LF2 + 1.50*LF3 + LF4

DATEN ZUR THEORIE II. ORDNUNG

LGNr. LG1 LG2 LG3 LG4

Faktor Ny

Anzahl Iterationen

1.000 1.000 1.000 1.000

RSTAB 5.14.582 Räumliche Stabwerke

2 2 2 2

Eps-Konvergenz vorhanden gewollt .42E-03 .45E-04 .24E-03 .21E-04

0.01 0.01 0.01 0.01

Ny-fache Ergebnisse

Entlastung durch Zugkräfte

Ja Ja Ja Ja

Nein Nein Nein Nein

Ing.-Software DLUBAL GmbH

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BELASTUNG LF 2 - Schnee sk=1,40 kN/m2 [kN/m]

In Y-Richtung

0.84

X 0.84

0.84 0.84 0.84 0.84 0.84

0.84 0.84

0.84 0.09

0.09 0.05 0.05 0.09

0.05

0.09

0.05

0.05 0.05 0.05 0.05

0.05

0.09

0.05

0.84 0.84

0.09

In Y-Richtung

0.09 0.05 0.05 0.09

LF 1 - Eigengewicht und Aufbau [kN/m]

596.994 mm

0.46

0.07 0.46

0.72 0.72

0.46

0.72

0.93

0.72

0.72 0.72 0.72 0.72

0.72

0.93

0.72

0.72 0.72

0.46

In Y-Richtung

0.46

LF 3 - Wind in +Y q=0,71 kN/m2 [kN/m]

596.994 mm In Y-Richtung

LF 4 - Stabilisierungslast V/100 [kN]

559.647 mm 522.429 mm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 57

SCHNITTGRÖSSEN STABBEZOGEN

StabNr.

LF/LG- KnotenNr. Nr. 1

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1

2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 3 7 3 7 3 7 3 7 3 7 3 7 3 7 3 7 4

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 5.0 0 5.0 0 5.0 0 5.0 0 5 0 5 0 5 0 5 0 5.8 0 5.8 0 5.8 0 5.8 0 5 0 5 0 5 0 5 0

N .66 -7.99 56.59 56.59 -57.23 -57.23 -98.46 -98.46 -22.47 -34.15 -183.93 -195.62 -68.94 -80.62 -141.05 -152.73 3.02 .72 56.59 56.59 -57.23 -57.23 -98.46 -98.46 -20.42 -23.53 -180.75 -183.85 -66.03 -69.13 -137.86 -140.96 -23.86 -23.86 -221.19 -221.19 197.44 197.44 29.46 29.46 -333.31 -333.31 293.45 293.45 -155.61 -155.61 127.50 127.50 28.80 28.73 250.51 250.51 -221.05 -221.05 44.85 44.85 466.19 466.09 -248.38 -248.48 262.77 262.67 -60.07 -60.17 -372.81

Kräfte [N] Q2 .00 .00 .00 .00 -296.10 -296.10 .00 .00 .00 .00 -446.29 -446.26 -276.86 -276.92 -445.78 -445.79 .00 .00 .00 .00 -296.10 -296.10 .00 .00 .00 .00 -446.25 -446.29 -277.12 -277.14 -445.74 -445.78 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

Momente [Nmm] M2 .00 837.12 .00 3237.38 .00 7515.82 .00 30150.21 106.85 -6594.23 106.85 -26970.0 .00 -54.71 .00 -4495.30 .00 12436.98 .00 44955.01 161.71 -8825.03 161.71 -40638.8 97.79 6431.19 97.79 20673.18 161.32 -3178.91 161.32 -17987.2 .00 -2019.48 .00 837.12 .00 -19069.0 .00 7515.82 106.85 17181.51 106.85 -6594.23 .00 3865.38 .00 -54.71 .00 -27197.3 .00 12436.98 161.71 26920.65 161.71 -8825.03 97.79 -11823.6 97.79 6431.19 161.32 12613.96 161.32 -3178.91

Q3 6.86 6.86 64.67 64.67 -58.22 -58.22 -12.69 -12.69 92.91 92.93 -90.92 -90.81 40.69 40.68 -42.32 -42.28 30.72 30.72 285.86 285.86 -255.65 -255.65 -42.15 -42.15 426.21 426.22 -384.34 -384.37 196.29 196.30 -169.81 -169.82 .06 -.06 .00 .00 .00 .00 .00 .00 .08 -.09 .08 -.08 .08 -.09 .08 -.08 .06 -.06 .00 .00 .00 .00 .00 .00 .08 -.08 .08 -.08 .08 -.08 .08 -.08 -13.22

.00

9463.11

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 .00 27811.55 131444.9 .00 .00 .00 .00 41912.75 198143.8 26030.73 122947.5 41867.35 197928.8 .00 .00 .00 .00 274.69 27811.55 .00 .00 .00 .00 407.98 41912.75 260.66 26030.73 409.38 41867.35

.00 www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 58

SCHNITTGRÖSSEN STABBEZOGEN

StabNr.

LF/LG- KnotenNr. Nr. 6

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1

5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 5 6 5 6 5 6 5 6 5 6 5 6 5 6 5 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 3 9 3 9 3 9 3 9 3 9 3 9 3 9 3 9 7 8

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 90

N -160.31 -776.98 -776.98 684.82 684.82 10.86 10.86 -1654.80 -1367.93 534.58 821.45 -1040.14 -753.27 -47.98 238.89 -51.01 -10.48 .00 .00 .00 .00 .00 .00 -70.01 -15.30 -68.87 -14.15 -69.15 -14.43 -68.87 -14.15 .00 -10.42 .00 .00 .00 .00 .00 .00 .00 -14.07 .00 -14.07 .00 -14.07 .00 -14.07 9.78 10.30 109.53 109.53 -101.57 -101.57 -95.02 -95.02 73.33 74.02 -233.13 -232.44 -13.44 -12.75 -151.83 -151.14 21.08 22.63

Kräfte [N] Q2 .00 .00 .00 -477.71 371.89 .00 .00 .00 .00 -717.24 557.17 -440.07 342.14 -717.86 557.39 .00 .00 .00 .00 385.89 547.94 .00 .00 .00 .00 579.13 821.48 355.72 501.12 579.16 821.51 .00 .00 .00 .00 231.96 273.63 .00 .00 .00 .00 347.16 409.45 205.72 243.10 347.75 410.05 .00 .00 .00 .00 296.10 296.10 .00 .00 .00 .00 440.22 440.22 276.42 276.43 441.83 441.83 .00 .00

Momente [Nmm] M2 .00 -14792.7 .00 50185.18 .00 -134936 69683.91 -43226.6 69683.91 120408.9 .00 -18113.4 .00 17060.07 .00 69895.11 .00 -205004 104723.2 -70242.0 104723.2 177924.7 64168.59 30636.03 64168.59 -96403.1 104648.0 -32574.1 104648.0 76559.91 .00 -8350.40 .00 .00 .00 -77416.2 .00 .00 41021.25 69102.79 41021.25 .00 .00 10312.43 .00 .00 .00 -116757 .00 -5.27 61710.71 102769.4 61710.71 3.44 37574.32 -54515.9 37574.32 -2.75 61664.55 44646.54 61664.55 1.18 .00 .00 .00 .00 .00 .00 .00 .00 41021.25 .00 41021.25 .00 .00 .00 .00 .00 .00 .00 .00 5.27 61710.71 .00 61710.71 -3.44 37574.32 .00 37574.32 2.75 61664.55 .00 61664.55 -1.18 .00 2019.48 .00 362.74 .00 19069.04 .00 3212.42 291.31 -17181.5 291.31 -2579.01 .00 -3865.38 .00 1507.19 .00 27197.32 .00 7087.94 433.32 -26920.7 433.32 -1896.64 275.66 11823.60 275.66 4603.60 434.61 -12614.0 434.61 532.39 .00 .00 .00 1433.25 T

Q3 -13.22 -100.88 -100.88 89.17 89.17 19.17 19.17 -151.09 -144.34 135.24 135.24 -69.66 -67.83 59.48 59.44 23.86 23.86 221.19 221.19 -197.44 -197.44 -29.46 -29.46 333.55 333.37 -293.59 -293.48 155.74 155.64 -127.54 -127.51 .00 .00 .00 .00 .00 .00 .00 .00 .00 .06 .00 -.04 .00 .03 .00 -.01 -16.16 -18.47 -165.69 -165.69 152.58 152.58 56.14 56.14 -208.57 -211.68 263.02 259.93 -73.87 -76.99 138.92 135.81 19.52 12.19

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 125332.0 222424.2 .00 .00 .00 .00 187935.1 334800.7 118033.1 206635.6 187886.0 334592.6 .00 .00 .00 .00 140667.1 -22751.4 .00 .00 .00 .00 211218.0 -34038.2 129845.9 -20191.2 211173.2 -34091.8 .00 .00 .00 .00 .00 -22751.4 .00 .00 .00 .00 .00 -34038.2 .00 -20191.2 .00 -34091.8 .00 .00 .00 .00 -44.81 -28381.8 .00 .00 .00 .00 -69.50 -42198.0 -39.01 -26496.3 -68.82 -42352.2 .00 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 59

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 10

LF/LG- KnotenNr. Nr. LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2

7 8 7 8 7 8 7 8 7 8 7 8 7 8 8 9 8 9 8 9 8 9 8 9 8 9 8 9 8 9 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 8 10 8 10 8 10 8 10 8 10 8 10 8 10 8 10 9 11 9

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 5.0 0 5.0 0 5.0 0 5.0 0 5 0 5 0 5 0 5 0 582 0 582 0 582 0 582 0 582 0 582 0 582 0 582 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0

N 183.44 199.25 -161.87 -161.87 -32.71 -32.71 275.81 301.62 -247.90 -245.81 126.86 152.66 -109.59 -95.64 -17.82 -17.69 -139.36 -139.36 129.72 129.72 39.98 39.98 -190.19 -190.02 210.68 210.84 -74.46 -74.29 106.04 106.20 -97.25 -109.75 -915.59 -915.59 815.34 815.34 125.34 125.34 -1365.67 -1382.54 1217.24 1200.37 -638.73 -655.60 530.35 513.48 26.32 29.77 228.17 263.30 -188.79 -188.79 -41.04 -41.04 341.82 399.18 -289.57 -284.91 168.23 225.59 -117.69 -86.68 6.45 7.48 79.09

Kräfte [N] Q2 .00 .00 -231.96 -231.96 .00 .00 .00 .00 -349.35 -349.36 -205.72 -205.72 -348.87 -348.72 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -310.09 -310.09 .00 .00 .00 .00 -464.63 -464.63 -293.27 -293.51 -464.56 -464.56 .00 .00 .00 .00 -231.96 -231.96 .00 .00 .00 .00 -349.88 -349.81 -205.58 -205.58 -348.98 -348.61 .00 .00 .00

Momente [Nmm] M2 .00 .00 .00 12047.87 8499.97 .00 8499.97 -10682.2 .00 .00 .00 1505.81 .00 .00 .00 21924.16 12787.02 .00 12787.02 -12630.2 7785.74 .00 7785.74 12034.89 12777.45 .00 12777.45 -3558.70

.00 .00 -40131.0 -19163.8 .00 .00 .00 .00 -60371.4 -28792.1 -36758.8 -18163.1 -60326.2 -28790.4

.00 .00 .00 .00 178.91 178.91 .00 .00 .00 .00 268.78 268.78 167.05 167.05 268.73 268.73 .00 .00 .00 .00 8518.43 8518.43 .00 .00 .00 .00 12814.75 12814.75 7803.23 7803.23 12805.18 12805.18 .00 .00 .00

.00 .00 .00 .00 -123185 57343.55 .00 .00 .00 .00 -184450 86049.42 -117585 53270.19 -184466 85989.84 .00 .00 .00 .00 -19155.6 27235.82 .00 .00 .00 .00 -28779.8 41195.09 -18155.5 22960.51 -28778.1 41018.22 .00 .00 .00

Q3 170.60 95.97 -150.54 -85.82 16.66 16.66 303.46 181.63 -183.33 -96.12 164.94 101.35 -54.98 -23.75 .00 .00 .00 .00 .00 .00 .00 .00 -.01 -.01 .00 .00 .00 .00 .00 .00 -5.01 -12.16 -78.15 -78.15 69.10 69.10 1.05 1.05 -124.01 -132.93 98.21 88.56 -60.97 -70.49 39.39 29.74 -5.21 -21.41 -40.15 -205.25 40.91 184.10 55.73 55.73 -3.94 -273.45 109.59 302.52 28.70 -111.94 79.86 148.98 -1.25 -6.09 -30.32

1247.43 -3751.44 14243.24 -31255.2 -12467.3 27760.14 1694.40 2306.66 25311.29 -49781.1 -15399.3 38968.11 13711.16 -24634.6 -4658.82 15464.94 1433.25 -1228.19 12047.87 -12492.2 -10682.2 11818.70 1505.81 12652.64 21924.16 -5814.73 -12630.2 28581.05 12034.89 3710.76 -3558.70 19322.74 362.74 -371.12 3212.42

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 60

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 14

LF/LG- KnotenNr. Nr. LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2

11 9 11 9 11 9 11 9 11 9 11 9 11 4 12 4 12 4 12 4 12 4 12 4 12 4 12 4 12 13 10 13 10 13 10 13 10 13 10 13 10 13 10 13 10 12 13 12 13 12 13 12 13 12 13 12 13 12 13 12 13 14 13 14 13

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 199 0 199 0 199 0 199 0 199 0 199 0 199 0 1850 0 1850 0 1850 0 1850 0 1850 0 1850 0 1850 0 1850 0 1600 0 1600 0 1600 0 1600 0 1600 0 1600 0 1600 0 1600 0 2668 0 2668 0 2668 0 2668 0 2668 0 2668 0 2668 0 2668 0 745 0 745

N 79.09 -73.24 -73.24 -86.21 -86.21 31.85 33.24 -186.29 -184.90 -29.05 -27.66 -127.85 -126.46 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 3.77 -23.80 71.71 -209.29 229.62 229.62 -44.53 -44.53 69.76 -388.96 305.10 267.88 275.62 -183.10 358.78 110.81 -496.20 -165.86 -1617.47 -1617.47 1302.08 1302.08 -5.95 -5.95 -3104.90 -2658.94 1277.53 1723.49 -1931.44 -1485.48 64.25 510.21 -17.75 -30.60 -130.68 -261.59

Kräfte [N] Q2 .00 296.10 296.10 .00 .00 .00 .00 440.71 440.65 276.17 276.17 442.07 442.03 .00 .00 .00 .00 45.45 45.45 .00 .00 .00 .00 68.29 68.29 42.08 42.08 68.25 68.25 .00 .00 .00 .00 -245.95 -245.95 .00 .00 .00 .00 -368.19 -368.19 -224.77 -226.11 -368.59 -368.59 .00 .00 .00 .00 -1280.50 1187.68 .00 .00 .00 .00 -1920.85 1781.41 -1193.89 1104.95 -1920.81 1781.46 .00 .00 .00 .00

Momente [Nmm] M2 .00 -2851.44 45.64 -2579.01 45.64 2736.47 .00 1507.19 .00 5077.47 .00 7087.94 .00 1109.63 68.05 -1896.64 68.05 8615.17 46.30 4603.60 46.30 3105.75 68.01 532.39 68.01 6529.96 .00 -9463.11 .00 -8598.49 .00 -50185.2 .00 12423.94 -125331 43226.59 -125331 -7592.92 .00 18113.40 .00 -12530.6 .00 -69895.1 .00 -6435.12 -187935 70242.00 -187935 -35529.6 -118033 -30636.0 -118033 -12808.1 -187886 32574.14 -187886 -26221.0 .00 -26514.8 .00 -162.47 .00 -258153 .00 478.13 100476.4 208425.6 100476.4 694.27 .00 -13417.0 .00 19520.95 .00 -438071 .00 23353.76 150504.0 263539.3 150504.0 20053.90 95552.58 -249655 95552.58 22000.89 150509.8 69830.70 150509.8 20638.78 .00 84.86 .00 443.04 .00 3978.18 .00 12455.73 732.58 1754.00 732.58 -23827.7 .00 -19158.6 .00 20215.43 .00 -14820.9 .00 40237.12 1054.83 -16384.8 1054.83 -14998.8 1370.47 -12278.4 1370.47 18749.04 1082.78 -13437.2 1082.78 -5589.83 .00 11787.04 .00 -26071.8 .00 91782.20 .00 -245697 T

Q3 -30.32 26.58 26.58 17.85 17.85 -26.63 -33.16 55.83 49.29 -4.21 -10.75 33.26 26.72 28.96 -28.02 33.84 33.84 -27.47 -27.47 -16.56 -16.56 72.77 -4.16 -18.71 -95.64 48.10 -28.83 6.68 -70.25 81.29 -48.37 822.38 -499.28 -702.90 443.39 20.57 20.57 1366.72 -792.37 -924.28 620.10 732.56 -393.70 -307.29 245.84 .13 .13 3.18 3.18 -9.59 -9.59 14.76 14.76 21.30 17.48 .52 .52 11.45 10.85 2.94 2.94 -20.57 -80.97 -144.78 -760.37

Ing.-Software DLUBAL GmbH

M3 .00 -28383.2 -87601.9 .00 .00 .00 .00 -42200.1 -130332 -26497.7 -81736.6 -42354.3 -130762 .00 .00 .00 .00 69683.91 -14398.2 .00 .00 .00 .00 104723.2 -21619.3 64168.59 -13681.7 104648.0 -21620.0 .00 .00 .00 .00 -415303 -21544.9 .00 .00 .00 .00 -622963 -33510.0 -380181 -19408.2 -623008 -32914.1 .00 .00 .00 .00 -125103 -1263.96 .00 .00 .00 .00 -187628 -1591.52 -117894 -7019.13 -187564 -1657.45 .00 .00 .00 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 61

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 19

LF/LG- KnotenNr. Nr. LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3

14 13 14 13 14 13 14 13 14 13 14 13 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 12 19 12 19 12 19 12 19 12 19 12 19 12 19 12 19 14 18 14 18 14

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 745 0 745 0 745 0 745 0 745 0 745 0 99 0 99 0 99 0 99 0 99 0 99 0 99 0 99 0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 1850 0 1850 0 1850 0 1850 0 1850 0 1850 0 1850 0 1850 0 391 0 391 0

N 491.06 491.06 -31.33 -31.33 -250.36 -464.07 681.41 664.07 191.12 -22.59 583.30 467.77 -192.68 -190.96 -1489.36 -1471.81 942.95 942.95 26.23 26.23 -2463.70 -2435.05 1180.11 1182.43 -1618.64 -1589.99 63.38 78.86 -1.72 .00 -17.56 .00 .00 .00 .00 .00 -28.66 .00 -2.33 .00 -28.66 .00 -15.49 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 179.87 179.87 1389.05 1389.05 -462.00

Kräfte [N] Q2 941.72 941.72 .00 .00 .00 .00 1413.22 1413.22 848.94 849.04 1412.87 1412.87 .00 .00 .00 .00 966.64 966.64 .00 .00 .00 .00 1450.54 1450.54 881.29 880.53 1450.20 1450.20 .00 .00 .00 .00 1107.25 1107.25 .00 .00 .00 .00 1661.52 1661.49 997.53 997.36 1661.26 1661.12 .00 .00 .00 .00 -.06 -.06 .00 .00 .00 .00 -.11 -.11 -.07 -.07 -.11 -.11 .00 .00 .00 .00 -24.92

Momente [Nmm] M2 99372.36 -43377.7 99372.36 184597.9 .00 -1914.73 .00 6798.44 .00 151207.2 .00 -397834 149136.6 -51017.3 149136.6 248540.5 88953.68 112522.3 88953.68 -230906 149083.7 17780.45 149083.7 64240.86 .00 7772.75 .00 5212.68 .00 58475.08 .00 39948.79 51096.39 -27322.7 51096.39 -18020.6 .00 -1227.18 .00 -999.95 .00 96602.95 .00 65836.80 76678.43 -31690.6 76678.43 -20977.1 45806.40 72284.70 45806.40 49727.64 76655.33 12146.70 76655.33 8972.83 .00 -404.96 .00 .00 .00 -4127.78 .00 .00 -5553.36 3580.06 -5553.36 .00 .00 .00 .00 .00 .00 -6740.01 .00 .00 -8352.50 4823.45 -8352.50 .00 -5023.12 -3517.49 -5023.12 .00 -8337.65 1727.51 -8337.65 .00 .00 -8683.36 .00 -8683.36 .00 8445.76 .00 8445.76 -228.02 -9346.92 -228.02 -9346.92 .00 6628.02 .00 -6308.26 .00 8385.79 .00 -5164.96 -306.69 -19144.8 -306.69 -32051.9 -138.62 -529.73 -138.62 -13847.0 -321.85 -12783.8 -321.85 -25723.2 .00 4014.29 .00 4014.29 .00 33307.12 .00 33307.12 40.89 -16055.0 T

Q3 38.77 572.68 11.68 11.68 -233.45 -1237.77 42.06 761.39 -198.33 -722.73 -66.51 191.13 -21.55 -29.65 -143.99 -226.54 57.22 128.82 2.27 2.27 -239.88 -375.42 58.90 155.37 -190.21 -260.92 -49.01 -14.46 8.10 .00 82.55 .00 -71.60 .00 .00 .00 134.78 .00 -96.47 .00 70.34 .00 -34.55 .00 28.49 -28.49 .00 .00 .00 .00 -6.99 -6.99 31.14 -45.79 31.49 -45.44 31.27 -45.66 31.47 -45.46 4.84 -4.84 .00 .00 .00

Ing.-Software DLUBAL GmbH

M3 287898.3 -414329 .00 .00 .00 .00 432207.6 -621608 255768.8 -377386 431941.4 -621612 .00 .00 .00 .00 -61125.1 -157788 .00 .00 .00 .00 -91839.8 -236892 -53086.7 -141190 -91713.8 -236732 .00 .00 .00 .00 108251.8 -2473.69 .00 .00 .00 .00 162432.6 -3720.54 97516.95 -2237.50 162414.2 -3713.93 .00 .00 .00 .00 -13665.6 -13556.4 .00 .00 .00 .00 -20564.5 -20355.5 -12311.2 -12182.7 -20537.2 -20333.5 .00 .00 .00 .00 -231858

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 62

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 23

LF/LG- KnotenNr. Nr. LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3

18 14 18 14 18 14 18 14 18 14 18 15 17 15 17 15 17 15 17 15 17 15 17 15 17 15 17 17 16 17 16 17 16 17 16 17 16 17 16 17 16 17 16 18 17 18 17 18 17 18 17 18 17 18 17 18 17 18 17 20 18 20 18 20 18

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 391 0 391 0 391 0 391 0 391 0 391 0 195 0 195 0 195 0 195 0 195 0 195 0 195 0 195 0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 99 0 99 0 99 0 99 0 99 0 99 0 99 0 99 0 745 0 745 0 745

N -462.00 -59.21 -59.21 2263.81 2263.81 -508.82 -508.82 1851.23 1851.23 532.57 532.57 -192.95 -192.95 -1486.75 -1486.75 964.02 964.02 26.13 26.13 -2460.18 -2460.18 1211.24 1211.24 -1596.23 -1596.23 96.47 96.47 -1.72 .00 -17.56 .00 .00 .00 .00 .00 -28.66 .00 -2.33 .00 -28.66 .00 -15.49 .00 -192.68 -190.96 -1489.36 -1471.81 942.95 942.95 24.89 24.89 -2465.09 -2436.45 1178.76 1181.08 -1620.01 -1591.37 62.03 77.52 -30.60 -17.75 -261.59 -130.68 491.06 491.06

Kräfte [N] Q2 -24.92 .00 .00 .00 .00 -36.45 -38.14 -22.24 -22.24 -37.33 -37.33 .00 .00 .00 .00 -140.60 -140.60 .00 .00 .00 .00 -210.95 -210.95 -125.23 -127.02 -210.92 -210.92 .00 .00 .00 .00 -775.29 -775.29 .00 .00 .00 .00 -1163.44 -1163.42 -699.70 -699.53 -1163.26 -1163.11 .00 .00 .00 .00 -915.90 -915.90 .00 .00 .00 .00 -1374.37 -1374.37 -835.84 -835.05 -1374.03 -1374.03 .00 .00 .00 .00 -940.81 -940.81

Momente [Nmm] M2 40.89 -16055.0 .00 -687.54 .00 -1345.45 .00 54604.28 .00 53906.30 61.30 -19326.7 61.30 -19988.0 36.58 40237.56 36.58 39555.32 61.33 5633.76 61.33 4974.69 .00 5617.65 .00 5617.65 .00 44076.57 .00 44076.57 91.17 -21600.7 91.17 -21600.7 .00 -999.95 .00 -1631.95 .00 72576.81 .00 71906.32 136.77 -25800.5 136.77 -26435.8 81.75 53245.14 81.75 52589.81 136.77 7245.32 136.77 6612.24 .00 -404.96 .00 .00 .00 -4127.78 .00 .00 -6079.39 3580.06 -6079.39 .00 .00 .00 .00 .00 .00 -6740.17 .00 .00 -9143.67 4823.44 -9143.67 .00 -5498.92 -3517.64 -5498.92 .00 -9127.42 1727.44 -9127.42 .00 .00 7772.75 .00 5212.68 .00 58475.08 .00 39948.79 -56829.2 -27322.7 -56829.2 -18020.6 .00 -2491.19 .00 -1631.95 .00 95262.24 .00 65166.15 -85322.7 -32961.2 -85322.7 -21612.3 -51035.5 70974.05 -51035.5 49072.17 -85270.0 10880.44 -85270.0 8339.67 .00 -26071.8 .00 11787.04 .00 -245697 .00 91782.20 -102998 184597.9 -102998 -43377.7 T

Q3 .00 -1.68 -1.68 4.75 -8.31 4.68 -8.06 4.79 -8.27 4.85 -8.21 2.42 -2.42 .00 .00 .00 .00 -3.23 -3.23 1.30 -8.15 .02 -6.51 .61 -7.31 .03 -6.50 8.10 .00 82.55 .00 -71.60 .00 .00 .00 134.78 .00 -96.47 .00 70.34 .00 -34.55 .00 -21.55 -29.65 -143.99 -226.54 57.22 128.82 8.59 8.59 -233.19 -368.72 65.26 161.72 -183.66 -254.37 -42.68 -8.13 80.97 20.57 760.37 144.78 -572.68 -38.77

Ing.-Software DLUBAL GmbH

M3 -222110 .00 .00 .00 .00 -348001 -333406 -207227 -198526 -347857 -333253 .00 .00 .00 .00 -272003 -244496 .00 .00 .00 .00 -408275 -367006 -244057 -219380 -408092 -366831 .00 .00 .00 .00 -77529.8 .00 .00 .00 .00 .00 -116344 .00 -69971.1 .00 -116327 .00 .00 .00 .00 .00 70055.55 161644.4 .00 .00 .00 .00 105236.2 242672.2 61077.08 144633.6 105116.9 242518.6 .00 .00 .00 .00 -414236 287309.9

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 63

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 27

LF/LG- KnotenNr. Nr. LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4

20 18 20 18 20 18 20 18 20 18 19 20 19 20 19 20 19 20 19 20 19 20 19 20 19 20 21 20 21 20 21 20 21 20 21 20 21 20 21 20 21 20 19 25 19 25 19 25 19 25 19 25 19 25 19 25 19 25 23 21 23 21 23 21 23

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 745 0 745 0 745 0 745 0 745 0 2668 0 2668 0 2668 0 2668 0 2668 0 2668 0 2668 0 2668 0 1600 0 1600 0 1600 0 1600 0 1600 0 1600 0 1600 0 1600 0 1850 0 1850 0 1850 0 1850 0 1850 0 1850 0 1850 0 1850 0 199 0 199 0 199 0

N -33.37 -33.37 -466.21 -252.50 662.02 679.36 -24.69 189.02 465.73 581.25 -496.20 -165.86 -1617.47 -1617.47 1302.08 1302.08 21.90 21.90 -3074.96 -2629.00 1305.20 1751.16 -1902.27 -1456.31 92.06 538.02 -23.80 3.77 -209.29 71.71 229.62 229.62 -24.56 -24.56 -370.40 88.32 287.84 325.06 -163.98 294.74 130.79 378.76 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 26.32 29.77 228.17 263.30 -188.79 -188.79 -6.41

Kräfte [N] Q2 .00 .00 .00 .00 -1411.69 -1411.69 -848.07 -847.96 -1411.35 -1411.35 .00 .00 .00 .00 -1281.80 1186.38 .00 .00 .00 .00 -1922.76 1779.51 -1194.43 1103.23 -1922.71 1779.56 .00 .00 .00 .00 245.56 245.56 .00 .00 .00 .00 367.82 367.82 225.72 224.53 368.20 368.20 .00 .00 .00 .00 -45.46 -45.46 .00 .00 .00 .00 -68.24 -68.24 -42.05 -42.05 -68.22 -68.22 .00 .00 .00 .00 230.83 230.83 .00

Momente [Nmm] M2 .00 -2289.07 .00 -3836.64 .00 -407372 .00 149168.5 -154626 239425.1 -154626 -52949.1 -92302.2 -240267 -92302.2 110529.4 -154542 55137.54 -154542 15855.13 .00 -84.86 .00 -443.04 .00 -3978.18 .00 -12455.7 -883.88 -1754.00 -883.88 23827.73 .00 -18324.6 .00 18137.90 .00 -24795.3 .00 202.96 -1302.77 -21054.6 -1302.77 53294.29 -1524.81 -26512.3 -1524.81 20892.59 -1331.78 -24062.5 -1331.78 43956.64 .00 -162.47 .00 -26514.8 .00 478.13 .00 -258153 -101226 694.27 -101226 208425.6 .00 -19671.4 .00 15848.82 .00 -17986.1 .00 -407169 -151800 -18973.1 -151800 292719.3 -96171.8 -18545.2 -96171.8 -219375 -151739 -18535.9 -151739 99094.18 .00 -8598.49 .00 -9463.11 .00 12423.94 .00 -50185.2 125440.8 -7592.92 125440.8 43226.59 .00 12016.33 .00 -18044.2 .00 19630.37 .00 -108475 188160.7 -10997.3 188160.7 34084.45 118037.4 12665.33 118037.4 -68265.7 188052.0 -1660.69 188052.0 -3607.06 .00 1433.25 .00 -1228.19 .00 12047.87 .00 -12492.2 -8511.73 -10682.2 -8511.73 11818.70 .00 -1317.56 T

Q3 -2.08 -2.08 1247.78 243.53 -751.76 -32.42 732.61 208.21 -181.50 76.14 -.13 -.13 -3.18 -3.18 9.59 9.59 13.67 13.67 6.72 10.32 27.86 27.86 16.74 17.20 25.49 25.49 48.37 -81.29 499.28 -822.38 -443.39 702.90 22.19 22.19 837.22 -1321.64 -577.50 966.88 437.81 -688.34 -203.09 350.04 28.02 -28.96 -33.84 -33.84 27.47 27.47 -16.25 -16.25 -30.78 -107.71 62.83 -14.10 -5.28 -82.21 37.41 -39.52 -5.21 -21.41 -40.15 -205.25 40.91 184.10 -58.05

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 .00 -621317 431353.5 -377175 255263.5 -621338 431084.2 .00 .00 .00 .00 -125668 1644.29 .00 .00 .00 .00 -188467 2643.29 -118176 -4261.59 -188373 2612.63 .00 .00 .00 .00 -21617.2 -414754 .00 .00 .00 .00 -33166.3 -622034 -19263.2 -379548 -32615.1 -622090 .00 .00 .00 .00 -14440.3 69658.84 .00 .00 .00 .00 -21658.3 104592.2 -13707.5 64091.70 -21665.3 104534.7 .00 .00 .00 .00 19225.67 -26940.0 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 64

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 32

LF/LG- KnotenNr. Nr. LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4

21 23 21 23 21 23 21 23 21 24 22 24 22 24 22 24 22 24 22 24 22 24 22 24 22 22 29 22 29 22 29 22 29 22 29 22 29 22 29 22 29 23 24 23 24 23 24 23 24 23 24 23 24 23 24 23 24 28 23 28 23 28 23 28 23

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 582 0 582 0 582 0 582 0 582 0 582 0 582 0 582 0 5.0 0 5.0 0 5.0 0 5.0 0 5 0 5 0 5 0 5 0 90 0 90 0 90 0 90

N -6.41 376.66 434.01 -255.00 -250.34 202.89 260.25 -83.10 -52.10 6.45 7.48 79.09 79.09 -73.24 -73.24 67.16 67.16 193.18 194.57 -33.21 -31.82 129.37 130.76 25.62 27.01 -97.25 -109.75 -915.59 -915.59 815.34 815.34 -129.42 -129.42 -1635.07 -1651.94 962.88 946.01 -902.57 -919.44 275.50 258.63 -17.82 -17.69 -139.36 -139.36 129.72 129.72 -44.43 -44.43 -280.42 -280.25 126.22 126.39 -162.42 -162.26 21.55 21.72 21.08 22.63 183.44 199.25 -161.87 -161.87 -15.67 -15.67

Kräfte [N] Q2 .00 .00 .00 348.45 348.39 204.52 204.52 347.46 347.09 .00 .00 .00 .00 -297.14 -297.14 .00 .00 .00 .00 -444.88 -444.88 -277.72 -277.72 -445.72 -445.72 .00 .00 .00 .00 311.88 311.88 .00 .00 .00 .00 467.68 467.68 294.46 294.84 467.45 467.45 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 230.83 230.83 .00 .00

Momente [Nmm] M2 .00 -12926.8 .00 18998.68 .00 -32851.9 -12788.2 -15422.7 -12788.2 3100.63 -7794.72 9143.65 -7794.72 -22777.4 -12782.1 -6374.59 -12782.1 -6242.17 .00 362.74 .00 -371.12 .00 3212.42 .00 -2851.44 -46.74 -2579.01 -46.74 2736.47 .00 -1654.31 .00 -5071.90 .00 3748.16 .00 -9617.75 -70.05 -5043.92 -70.05 -1502.10 -47.22 1330.93 -47.22 -7408.60 -69.86 -2625.99 -69.86 -3623.45 .00 1247.43 .00 -3751.44 .00 14243.24 .00 -31255.2 -179.42 -12467.3 -179.42 27760.14 .00 -1678.00 .00 -2388.69 .00 21828.76 .00 -54834.7 -269.23 -18737.6 -269.23 34242.11 -167.46 10260.30 -167.46 -29545.4 -269.23 -8023.74 -269.23 10753.18

.00 .00 .00 28764.49 -40924.8 18196.92 -22706.3 28787.60 -40704.5 .00 .00 .00 .00 28482.60 87910.41 .00 .00 .00 .00 42614.44 131587.5 26646.54 82189.63 42724.70 131867.6 .00 .00 .00 .00 124202.8 -57366.0 .00 .00 .00 .00 186226.1 -86050.3 118431.4 -53206.4 186148.7 -85992.7

.00 .00 .00 .00 -8493.20 -8493.20 .00 .00

.00 .00 .00 .00 40098.98 19233.86 .00 .00

Q3 -58.05 -124.50 -394.01 -3.86 189.10 -89.29 -229.93 -33.89 35.26 -1.25 -6.09 -30.32 -30.32 26.58 26.58 -17.09 -17.09 -63.56 -70.10 20.98 14.45 -40.43 -46.96 -1.72 -8.25 -5.01 -12.16 -78.15 -78.15 69.10 69.10 -1.22 -1.22 -126.93 -135.35 95.83 86.18 -63.58 -72.85 37.08 27.43 .00 .00 .00 .00 .00 .00 .00 .00 -.01 -.01 .00 .00 .00 .00 .00 .00 19.52 12.19 170.60 95.97 -150.54 -85.82 -14.58 -14.58

.00 1433.25 .00 12047.87 .00 -10682.2 .00 -1317.56

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 65

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 36

LF/LG- KnotenNr. Nr. LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1

28 23 28 23 28 23 28 23 31 24 31 24 31 24 31 24 31 24 31 24 31 24 31 24 25 26 25 26 25 26 25 26 25 26 25 26 25 26 25 26 26 27 26 27 26 27 26 27 26 27 26 27 26 27 26 27 28 27 28 27 28 27 28 27 28

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 90 0 90 0 90 0 90 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 90 0 90 0 90 0 90 0

N 291.63 317.44 -230.94 -228.84 143.08 168.89 -92.62 -78.67 9.78 10.30 109.53 109.53 -101.57 -101.57 76.93 76.93 254.72 255.42 -61.46 -60.76 164.44 165.13 20.24 20.93 -372.81 -160.31 -776.98 -776.98 684.82 684.82 -26.81 -26.81 -1695.03 -1408.16 497.06 783.93 -1079.41 -792.54 -85.64 201.23 -51.01 -10.48 .00 .00 .00 .00 .00 .00 -70.06 -15.35 -68.87 -14.15 -69.17 -14.45 -68.87 -14.15 .00 -10.42 .00 .00 .00 .00 .00 .00 .00

Kräfte [N] Q2 .00 .00 348.14 348.15 204.82 204.82 347.56 347.41 .00 .00 .00 .00 -297.14 -297.14 .00 .00 .00 .00 -444.57 -444.58 -278.02 -278.02 -445.72 -445.72 .00 .00 .00 .00 -478.03 371.57 .00 .00 .00 .00 -717.24 557.17 -440.79 342.20 -718.52 557.38 .00 .00 .00 .00 386.31 548.36 .00 .00 .00 .00 579.62 821.97 356.21 501.61 579.69 822.04 .00 .00 .00 .00 230.83 272.50 .00 .00 .00

Momente [Nmm] M2 .00 .00 .00 18998.68 -12760.5 .00 -12760.5 -15422.7 -7777.19 .00 -7777.19 9143.65 -12754.4 .00 -12754.4 -6374.59 .00 2019.48 .00 362.74 .00 19069.04 .00 3212.42 -293.27 -17181.5 -293.27 -2579.01 .00 4076.28 .00 -1654.31 .00 35684.70 .00 3748.16 -438.90 -18972.3 -438.90 -5043.92 -277.86 20097.97 -277.86 1330.93 -439.67 -4660.92 -439.67 -2625.99 .00 -9463.11 .00 14792.72 .00 -50185.2 .00 134936.7 -69658.8 43226.59 -69658.8 -120408 .00 -18044.2 .00 17574.32 .00 -108475 .00 242110.5 -104592 34084.45 -104592 -143220 -64091.7 -68265.7 -64091.7 132530.9 -104534 -3607.06 -104534 -41866.9 .00 8350.40 .00 .00 .00 77416.20 .00 .00 -40988.6 -69102.8 -40988.6 .00 .00 10647.74 .00 .00 .00 139197.9 .00 4.66 -61582.8 -81779.4 -61582.8 -4.03 -37533.0 76368.27 -37533.0 2.15 -61553.3 -23658.9 -61553.3 -1.77 .00 .00 .00 .00 .00 .00 .00 .00 -40988.6 .00 -40988.6 .00 .00 .00 .00 .00 .00 .00 T

Q3 271.10 149.26 -214.22 -127.01 132.95 69.36 -86.13 -54.89 -16.16 -18.47 -165.69 -165.69 152.58 152.58 -59.88 -59.88 -332.15 -335.27 147.10 143.99 -194.54 -197.66 22.82 19.70 13.22 13.22 100.88 100.88 -89.17 -89.17 19.41 19.41 191.59 184.56 -96.62 -96.62 109.39 107.35 -20.90 -20.87 -23.86 -23.86 -221.19 -221.19 197.44 197.44 -30.42 -30.42 -397.66 -397.52 233.62 233.48 -218.17 -218.11 67.58 67.52 .00 .00 .00 .00 .00 .00 .00 .00 .00

Ing.-Software DLUBAL GmbH

M3 .00 .00 60246.21 28776.79 36718.45 18204.42 60217.39 28799.90 .00 .00 .00 .00 44.09 28481.12 .00 .00 .00 .00 66.72 42612.24 38.08 26645.13 66.38 42722.49 .00 .00 .00 .00 125440.8 223119.3 .00 .00 .00 .00 188160.7 335021.7 118037.4 207286.1 188052.0 334958.0 .00 .00 .00 .00 140916.1 -22649.8 .00 .00 .00 .00 211463.8 -33962.0 130099.0 -20109.8 211440.9 -34009.0 .00 .00 .00 .00 .00 -22649.8 .00 .00 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 66

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 40

LF/LG- KnotenNr. Nr. LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1

27 28 27 28 27 28 27 30 27 30 27 30 27 30 27 30 27 30 27 30 27 30 27 31 28 31 28 31 28 31 28 31 28 31 28 31 28 31 28 30 29 30 29 30 29 30 29 30 29 30 29 30 29 30 29 31 30 31 30 31 30 31 30 31 30

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 90 0 90 0 90 0 90 0 5.0 0 5.0 0 5.0 0 5.0 0 5 0 5 0 5 0 5 0 5.8 0 5.8 0 5.8 0 5.8 0 5 0 5 0 5 0 5 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 93 0 93 0 93 0 93 0 93

N -14.07 .00 -14.07 .00 -14.07 .00 -14.07 -23.86 -23.86 -221.19 -221.19 197.44 197.44 -30.42 -30.42 -397.46 -397.46 233.44 233.44 -218.08 -218.08 67.50 67.50 28.80 28.73 250.51 250.51 -221.05 -221.05 -21.40 -21.40 398.28 398.18 -314.40 -314.50 195.41 195.31 -126.29 -126.39 .66 -7.99 56.59 56.59 -57.23 -57.23 86.13 86.13 172.46 160.78 .52 -11.16 122.04 110.36 43.67 31.98 3.02 .72 56.59 56.59 -57.23 -57.23 86.13 86.13 174.46 171.35

Kräfte [N] Q2 .00 346.31 408.61 204.82 242.19 346.83 409.13 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -297.14 -297.14 .00 .00 .00 .00 -446.17 -446.32 -277.63 -277.63 -446.08 -446.08 .00 .00 .00 .00 -297.14 -297.14 .00 .00 .00 .00

Momente [Nmm] M2 .00 -4.66 -61582.8 .00 -61582.8 4.03 -37533.0 .00 -37533.0 -2.15 -61553.3 .00 -61553.3 1.77 T

Q3 -.05 .00 .04 .00 -.02 .00 .02 .06 -.06 .00 .00 .00 .00 .00 .00 .09 -.07 .08 -.08 .09 -.08 .08 -.08 .06 -.06 .00 .00 .00 .00 .00 .00 .08 -.08 .08 -.08 .08 -.08 .08 -.08 -6.86 -6.86 -64.67 -64.67 58.22 58.22 -13.36 -13.36 -120.74 -120.74 64.82 64.85 -67.83 -67.83 16.23 16.23 -30.72 -30.72 -285.86 -285.86 255.65 255.65 -43.78 -43.78 -518.21 -518.21

.00 .00 .00 .00 -106.57 -106.57 .00 .00 .00 .00 -160.21 -160.21 -97.36 -97.36 -160.04 -160.04 .00 .00 .00 .00 -106.57 -106.57 .00 .00 .00 .00

-837.12 -3237.38 -7515.82 -30150.2 6594.23 26970.04 4.45 -4671.94 -12508.4 -54768.4 8765.43 31463.01 -6492.34 -30234.2 3125.67 8805.30 2019.48 -837.12 19069.04 -7515.82 -17181.5 6594.23 4076.28 4.45 35684.70 -12508.4

Ing.-Software DLUBAL GmbH

M3 .00 .00 -33962.0 .00 -20109.8 .00 -34009.0

.00 .00 .00 .00 27910.88 131910.3 .00 .00 .00 .00 41907.76 198119.5 26118.82 123289.4 41900.38 198028.7 .00 .00 .00 .00 276.76 27910.88 .00 .00 .00 .00 www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 67

SCHNITTGRÖSSEN STABBEZOGEN

StabNr.

LF/LG- KnotenNr. Nr.

LG2 LG3 LG4

x [mm]

31 30 31 30 31 30

0 93 0 93 0 93

N 3.71 .60 124.93 121.82 46.85 43.75

Kräfte [N] Q2 -446.17 -446.17 -278.02 -278.02 -446.08 -446.08

Momente [Nmm] M2 M3 -160.21 -18972.3 414.03 -160.21 8765.43 41907.76 -97.36 20097.97 263.01 -97.36 -6492.34 26118.82 -160.04 -4660.92 414.85 -160.04 3125.67 41900.38 T

Q3 298.26 298.26 -285.92 -285.92 83.73 83.73

AUFLAGERKRÄFTE UND -MOMENTE

KnotenNr. 4

Auflagerkräfte [N] PY -13.218 .000 -100.884 .000 89.175 432.264 19.168 .000 -148.997 .000 135.241 648.946 -69.199 386.749 59.439 648.768 .000 .000 .000 .000 .000 821.564 .000 .000 .000 .000 .000 1230.937 .000 743.933 .000 1231.556 .134 .000 3.177 .000 -9.587 1326.009 14.756 .000 19.629 .000 .519 1989.260 10.998 1189.804 2.941 1989.169 .000 .000 .000 .000 .000 1882.536 .000 .000 .000 .000 .000 2824.910 .000 1696.897 .000 2824.226 -.134 .000 -3.177 .000 9.587 1327.202 13.665 .000 7.903 .000 27.864 1990.886 16.901 1190.853 25.492 1990.815 13.218 .000 100.884 .000 -89.175 432.574 19.411 .000 188.464 .000 -96.624 648.993 108.300 387.061 -20.872 648.809 .000 .000 .000 .000 .000 820.856 .000 .000 .000 .000

RSTAB 5.14.582 Räumliche Stabwerke

PZ -401.771 -810.825 712.294 27.428 -1727.564 553.291 -1088.240 -54.664 .000 .000 .000 .000 .000 .000 .000 .000 -552.718 -1583.627 1274.606 -15.524 -3140.204 1150.401 -1991.538 -37.469 .000 .000 .000 .000 .000 .000 .000 .000 -552.718 -1583.627 1274.606 31.154 -3089.966 1196.925 -1942.651 9.193 -401.771 -810.825 712.294 -43.059 -1802.738 482.964 -1161.625 -125.156 .000 .000 .000 .000 .000

Auflagermomente [Nmm] MY .000 .000 .000 .001 -.002 .001 .000 .001 .000 .001 .005 -.002 -.003 .001 .008 .001 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 -.001 .000 .001 .000 -.002 .000 .000 -.001 .000 .000 -.002 .000 .000 .000 .000 .000 .005 .000 -.003 .000 .008 -.001 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .001 .000 -.001 .002 .000 .000 .000 .000 .000 .001 .000 .001 .000 -.006 .001 .000 .000 .000 .000 .002 .001 .000 .000 .000 -.004 .001 -.002 .001 .001 -.006 .000 .000 .000 .000 .000 .001 .000 .000 .000 .000 .000

Ing.-Software DLUBAL GmbH

MZ .000 .000 .002 .000 .000 .003 .001 -.001 .000 .000 .001 .000 .000 -.001 .000 .001 .000 .000 .000 .000 .000 .001 -.001 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 -.001 .000 .000 -.001 .000 .001 .000 .000 .003 .000 .000 -.002 -.002 .001 .000 .000 -.002 .000 .000

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 68

AUFLAGERKRÄFTE UND -MOMENTE

KnotenNr. 27

ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten

LF/LGNr. LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

Auflagerkräfte [N] PY .000 1230.574 .000 743.407 .000 1231.165 .000 .000 .000 .000 .000 .000 .000 .000 .000 7043.005 .000 7043.005 67.000 .000 67.000 .000 67.000 .000 67.000 .000 67.000 10564.510 67.000 10564.510 67.000 6338.705 67.000 6338.705 67.000 10564.510 67.000 10564.510

RSTAB 5.14.582 Räumliche Stabwerke

PZ .000 .000 .000 -1908.977 -1908.978 -4788.902 -4788.903 3973.800 3973.800 .000 .000 -9760.473 -9760.473 3383.581 3383.579 -6184.054 -6184.053 -208.096 -208.096

Auflagermomente [Nmm] MY -.001 .000 .000 .000 .002 .000

Ing.-Software DLUBAL GmbH

MZ -.001 -.001 -.001

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 4

KROFTMAN H509

Rückwand H509 in Achse G

Seite: 69

ERGEBNISSE LG 1 - Eigengewicht + Schnee Schnittgrößen N

In Y-Richtung

-2435.050 -2436.450 -2463.700 -2465.090 -2460.180 -2460.180

-250.360 -252.500 -28.660 -28.660 -464.070

-466.210

-2658.940

-2629.000 88.320

69.760

-1365.670 -388.960

2263.810

-1635.070 -370.400

2263.810

-190.020 -190.190 -333.310 -20.420 31.850 33.240 74.020 399.180 73.330 -15.300 -22.470 -23.530 -14.070 301.620 341.820 275.810 466.190 466.090 -1382.540

-280.250 -280.420 -397.460 174.460 194.570 434.010 193.180 172.460 171.350 -15.350 -14.070 255.420 317.440 376.660 254.720 291.630 398.280 398.180 -1651.940

-1367.930 -70.010 -34.150

-1408.160 160.780 -70.060

-1654.800

-3104.900

-3074.960 X

-1695.030

3145.240 N 383.235 mm Max N: 2263.81, Min N: -3104.90 N LG 1 - Eigengewicht + Schnee Schnittgrößen M-2

In Y-Richtung

-438071.0 -397834.0

-407169.0 -407372.0 -6740.010 -6740.170

40237.100

71906.300 72576.800 54604.300 54894.100 53906.300 65836.800 65166.100 96603.000 95262.200 151207.00 149169.00

202.960 -32851.90 -17986.10 -9617.750

-5814.730 1109.630 -27197.30 7087.940 25311.300 23353.800 12437.000 21924.200 27197.300 254040.00 -5.270 5.270

236708.00

35684.700 21828.800 -12508.40 18998.700 3748.160 35684.700 -4.660 4.660 -54834.70

-49781.10 -205004.0 -116757.0 44955.000

-54768.40 139198.00 242111.00

-69895.10 69895.100

-108475.0 -6435.120 -14820.90 8385.790

20004.900

-5164.960 X -24795.30 19630.400

-108475.0

444120.000 Nmm 383.544 mm Max M-2: 254040.00, Min M-2: -438071.00 Nmm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

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KROFTMAN H509

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Seite: 70

ERGEBNISSE LG 2 - Eigengewicht + Wind Schnittgrößen N

In Y-Richtung

-508.820

-2.330

305.100 664.070

-284.910 -184.900 -289.570 -248.380 -245.810 -232.440 -248.480 -186.290 -233.130 -247.900 210.840 210.680 -180.750 267.880 -14.150 -14.070 -183.930 -183.850 293.450 -68.870

-2.330

1723.490 681.410 679.360 1211.240 1211.240 1181.080 1182.430 1178.760 1180.110

1751.160 325.060 662.020

-250.340 -314.400 -314.500 -255.000 -31.820 -228.840 -230.940 -33.210 -60.760 -61.460 126.390 126.220 3.710 287.840 -14.150 -14.070 962.880 0.520 0.600 233.440

1217.240

-195.620 821.450

-68.870 -11.160 783.930 946.010

1200.370

534.580

1277.530

1305.200

497.060

1715.270 N 370.566 mm Max N: 1751.16, Min N: -508.82 N LG 2 - Eigengewicht + Wind Schnittgrößen M-2

In Y-Richtung

-52949.10 -51017.30 -20977.10 -21612.30 -32961.20 -31690.60 -25800.50 -26435.80 -19988.00 -19326.70 -19034.20 -173504.0

-189795.0

4823.450 4823.440 -14998.80

-15399.30 -26920.70 -12630.20 -1896.640 26920.700 8615.170 20053.900 28581.100 -8825.030 -3.440 3.440

53294.300 -18973.10 -18737.60 -5043.920 -1502.100 -15422.70 -18972.30 -18972.30 3100.630 8765.430 -4.030 4.030

239425.00 292719.00

248541.00 263539.00

-40638.80 102769.00 177925.00

-143220.0 -81779.40 31463.000 34242.100

38968.100

-70242.00

-35529.60 -19144.80 -16384.80

70242.000

-7249.780 X

-32051.90 -10997.30 -21054.60

34084.400 34084.400 36357.500

284198.000 Nmm 367.307 mm Max M-2: 292719.00, Min M-2: -189795.00 Nmm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

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KROFTMAN H509

Rückwand H509 in Achse G

Seite: 71

ERGEBNISSE LG 3 - Eigengewicht + Schnee + 0,6 x Wind Schnittgrößen N

In Y-Richtung

-1589.990 -1591.370 -1618.640 -1620.010 -1596.230 -1596.230

-28.660-28.660 -1485.480

-22.590

191.120 189.020-1456.310

275.620

-638.730 -183.100 -12.750 -29.050-27.660 -13.440 -74.290 -74.460 -66.030 -155.610 225.590 -14.430 -14.070 -68.940 -69.130 152.660 168.230 126.860 262.770 262.670

-24.690 294.740

1851.230

-902.570 -163.980

1851.230

-162.260 -162.420 -218.080 124.930 130.760 260.250 122.040 121.820 -14.450 -14.070 129.370 165.130 168.890 202.890 143.080 164.440 195.410 195.310 -919.440

-655.600 -753.270 -69.150 -80.620

-792.540 110.360 -69.170

-1040.140

-1931.440

-1902.270 X

-1079.410

1951.160 N 382.183 mm Max N: 1851.23, Min N: -1931.44 N LG 3 - Eigengewicht + Schnee + 0,6 x Wind Schnittgrößen M-2

In Y-Richtung

-249655.0 -230906.0

-240267.0 -219375.0 -3517.490 -3517.640

18749.000

52589.800 53245.100 39555.300 40237.600 40535.200 49072.200 49727.600 70974.000 72284.700 110529.00 112522.00

20892.600 -22777.40 -18545.20 -7408.600

-11823.60 3105.750 3710.760 13711.200 22000.900 4603.600 6431.190 12034.900 11823.600 131891.00 -2.750 2.750

114920.00

20098.000 10260.300 9143.650-6492.340 1330.930 20098.000 -2.150 2.150 -29545.40

-24634.60 -96403.10 -54515.90 20673.200

-30234.20 76368.300 132531.00

-30636.00 30636.000

-68265.70 -3022.030

-12808.10 -12278.40 -529.730

11189.500

-13847.00 X -26512.30 12665.300

-68265.70

251430.000 Nmm 381.010 mm Max M-2: 132531.00, Min M-2: -249655.00 Nmm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

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KROFTMAN H509

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Seite: 72

ERGEBNISSE LG 4 - Eigengewicht + Wind + 0,5 x Schnee Schnittgrößen N

In Y-Richtung

-15.490-15.490 96.470 96.470 78.860 77.520 62.030 510.210 63.380 -126.460 -151.140 -86.680 -127.850 -151.830 -117.690 -95.640 -109.590 -60.070 -60.170

358.780 467.770

106.200 106.040 -137.860 -14.150 -14.070 -141.050 -140.960 110.810

-126.290 -126.390 -52.100 -83.100 -78.670 -92.620

532.570 532.570 581.250 583.300

378.760 465.730

21.720 46.85021.550 27.010 25.620 20.930 -14.150 43.670 43.750 -14.070 20.240 275.500130.790 67.500

530.350

127.500 -68.870

538.020

-152.730 238.890

-68.870 31.980

201.230

258.630 513.480

-47.980

64.250

92.060

-85.640

570.340 N 369.914 mm Max N: 583.30, Min N: -152.73 N LG 4 - Eigengewicht + Wind + 0,5 x Schnee Schnittgrößen M-2

In Y-Richtung

-65457.40 -5589.830 -4658.820 -12614.00 -3558.700

43956.600 -18535.90 -6242.170 -8023.740 -3623.450 -6374.590 -2625.990 -4660.920 -4660.920 3125.670 -1.770 1.770

55137.500

64240.900 69830.700

12614.000

-77718.80

6612.240 7245.320 4974.690 5633.760 1727.510 1727.440 5942.990 8339.670 8972.830 10880.400 12146.700 17780.40015855.100 7602.910 11920.900

532.390 6529.960 -3178.910 19322.700 -1.180 1.180 20638.800

99094.200

-17987.20 44646.500 76559.900

-41866.90 -23658.90 8805.300 10753.200

15464.900

-32574.10

-26221.00 -12783.80 -13437.20

32574.100 32888.100

-902.660

-25723.20 -1660.690 X -24062.50

-3607.060 -3607.060 14931.800

96418.100 Nmm 368.103 mm Max M-2: 99094.20, Min M-2: -77718.80 Nmm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

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ERGEBNISSE LF 2 - Schnee sk=1,40 kN/m2 Verschiebungen

In Y-Richtung

1.385

Max u: 1.39 mm Faktor für Verschiebungen: 60

369.240 mm

LF 3 - Wind in +Y q=0,71 kN/m2 Verschiebungen

In Y-Richtung

21.825

Max u: 21.82 mm Faktor für Verschiebungen: 9

RSTAB 5.14.582 Räumliche Stabwerke

359.241 mm

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

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STAHL1 - SPANNUNGSANALYSE BASISANGABEN

ZU BEMESSENDE STÄBE Alle ZU BEMESSENDE LASTFÄLLE LG1 - Eigengewicht + Schnee LG2 - Eigengewicht + Wind LG3 - Eigengewicht + Schnee + 0,6 x Wind LG4 - Eigengewicht + Wind + 0,5 x Schnee

GRENZSPANNUNGEN

Mat.Nr.

MaterialBezeichnung 1 S 355 J2 G3

QRO 50x2 (EN 10219-2)

3.0

56.0 50.0

3.0

50.0

2.0 50.0

Grenzspannungen [N/mm^2] Sigma Tau Sigma-v

DIN 18800 t Gesamtgewicht Dachverkleidung =>

g1´ = 0,052 kN/m

Eigengewicht Wand-Verkleidung E509:

Trapezblechverkleidung 0,05 x 1,375

g2´ = 0,069 kN/m

Trapezblechverkleidung 0,05 x 2,800

g3´ = 0,140 kN/m

Trapezblechverkleidung 0,05 x 1,015

g4´ = 0,051 kN/m

Eigengewicht Rolltor 2,25 m hoch:

g5´ = 0,25 kN/m

Windlasten E509: auf Wand (cpe = +0,71) =>

w1 = 0,50 kN/m2

=> auf Wand 0,50 x 1,375

w´1 = +0,688 kN/m

=> auf Wand 0,50 x 2,800

w´2 = +1,400 kN/m

auf Dach (cpe = -1,33) =>

w3 = 0,95 kN/m2

=> auf Dach 0,95 x 1,508 / 2

w´3 = -0,716 kN/m

Schneelasten E509, Stützweite 1,508 m: 1,12 x 1,508 / 2 =>

s´i = 0,844 kN

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

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KROFTMAN H509

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Seite: 81

INHALT

Inhalt ................................................................................................................................ Basisangaben ................................................................................................................. Grafik - Struktur ............................................................................................................... Strukturdaten Knoten .......................................................................................................................... Querschnitte ................................................................................................................. Materialien .................................................................................................................... Stabendgelenke ........................................................................................................... Stäbe ............................................................................................................................ Auflager ........................................................................................................................ Starre Kopplungen ....................................................................................................... Belastungen Basisangaben der Lastfälle ........................................................................................ LF 1 - Eigengewicht und Aufbau ................................................................................ LF 2 - Schnee sk=1,40 kN/m2 .................................................................................... LF 3 - Wind in +Y q=0,71 kN/m2 ................................................................................ LF 4 - Stabilisierungslast V/100 .................................................................................. LF-, LG-Ergebnisse LF-Gruppen ................................................................................................................. Daten zur Theorie II. Ordnung .................................................................................... Grafik - Belastung ........................................................................................................ Schnittgrößen stabbezogen ........................................................................................ Auflagerkräfte und -momente ..................................................................................... Grafik - Ergebnisse ...................................................................................................... Grafik - Ergebnisse ...................................................................................................... Grafik - Ergebnisse ...................................................................................................... Grafik - Ergebnisse ...................................................................................................... Grafik - Ergebnisse ...................................................................................................... STAHL ............................................................................................................................. STAHL1 - Spannungsanalyse ....................................................................................... Basisangaben .............................................................................................................. Grenzspannungen ....................................................................................................... Querschnitte ................................................................................................................. Ergebnisse ................................................................................................................... Max. Spannungen in Querschnitten .......................................................................... Max. Spannungen in Stäben ...................................................................................... Maßgebende Schnittgrößen - [Sigma-v] ................................................................... Grafik - SPANNUNGSAUSNUTZUNG ......................................................................

81 81 82 83 83 83 84 84 85 85 85 85 85 85 86 86 86 87 88 100 102 103 104 105 106 107 107 107 107 107 107 107 107 111 112

BASISANGABEN

BERECHNUNGSART Statik Nachweis Dynamik

Theorie I. Ordnung Theorie II. Ordnung Seiltheorie

Lastfälle LF-Gruppen LF-Kombinationen

Bemessungsfälle Dynamikfälle Knickfiguren

STRUKTURKENNWERTE 1D-Durchlaufträger 2D-Stabwerk 3D-Stabwerk Trägerrost

RSTAB 5.14.582 Räumliche Stabwerke

39 1 2 2 0

Knoten Materialien Querschnitte Stabendgelenke Stabteilungen

55 0 0 0 0

Stäbe Seilstäbe Voutenstäbe El. gebet. Stäbe Stabzüge

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

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STRUKTUR

28 44 33

48 40

49 54

34 37

20 32 24

31 30 21

RSTAB 5.14.582 Räumliche Stabwerke

153

12 17

11 14 10 8 13 37510 99 15 11 26428

19 13

17 1521 162225 24 18 19 26 27

27 26 37 30 32 31 39 4536 3839 43 47 35 53 55 38 50 41 46 29 42 52

Isometrie

Ing.-Software DLUBAL GmbH

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Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

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KNOTEN

Knoten- KoordinatenNr. system 1 2 3 4

BezugsKnoten

Kartesisch Kartesisch Kartesisch Kartesisch

Knotenkoordinaten Y [mm]

X [mm]

Z [mm]

-2780.0 -2780.0 -2780.0 -2775.0

0.0 0.0 0.0 0.0

1835.0 2185.0 2278.0 0.0

-2775.0 -2775.0

0.0 0.0

1835.0 2185.0

-2775.0 -2686.6 -2686.6 -2491.0 -2491.0 -1400.0

0.0 0.0 0.0 0.0 0.0 0.0

2275.0 2293.7 2298.7 2335.4 2340.4 0.0

-1400.0 -1400.0 -195.6 -97.8 0.0

0.0 0.0 0.0 0.0 0.0

2394.0 2567.3 2823.4 2844.2 2865.0

97.8 195.6 1400.0

0.0 0.0 0.0

2844.2 2823.4 0.0

1400.0 1400.0 1580.0 1580.0 1580.0 2491.0 2491.0 2595.0 2595.0 2595.0 2686.6 2686.6 2775.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

2394.0 2567.3 2529.0 0.0 2080.0 2335.4 2340.4 0.0 2080.0 2313.2 2293.7 2298.7 0.0

2775.0 2775.0

0.0 0.0

1835.0 2185.0

2775.0 2780.0 2780.0 2780.0

0.0 0.0 0.0 0.0

2275.0 1835.0 2185.0 2278.0

Gelagert

5 Kartesisch 6 Kartesisch Gelagert

7 8 9 10 11 12

Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch

13 14 15 16 17

Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch

Gelagert

18 Kartesisch 19 Kartesisch 20 Kartesisch Gelagert

21 22 23 24 25 26 27 28 29 30 31 32 33

Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Kartesisch Gelagert

34 Kartesisch 35 Kartesisch Gelagert

36 37 38 39

QRO 50x2 (EN 10219-2)

2B 50/50/3

Kartesisch Kartesisch Kartesisch Kartesisch

QUERSCHNITTE

Quer.- Mater.Nr. Nr.

QuerschnittsBezeichnung

QRO 50x2 (EN 10219-2)

2B 50/50/3

IT A

225759. 373.7 866. 300.0

I2 A2

I3 [mm4] A3 [mm2]

141470.

62500.

210900.

MATERIALIEN

Mater.Nr.

MaterialBezeichnung

1 S 355 J2

RSTAB 5.14.582 Räumliche Stabwerke

E-Modul

Schubmodul Sp. Gewicht Wärmedehn. [1/°C] [N/mm 2] [N/mm 3]

[N/mm 2] 2.100E+05

8.100E+04

7.850E-05

Ing.-Software DLUBAL GmbH

1.200E-05

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

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KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 84

STABENDGELENKE

GelenkNr. 1 2

L o k a le s S ta b a c h s e n s y s te m X Y

1 1b 2 2b i

β 3 3b

β h ie r n e g a tiv

BezugsAchse

N/Q-Gelenk bzw. Feder [N/mm] 1-Normal 2-Schub 3-Schub

Lokal Lokal

Nein Ja

Nein Nein

Stabtyp

Knoten Anf. Ende

T/M-Gelenk bzw. Feder [Nmm/rad] 1-Torsion 2-Biegung 3-Biegung

Nein Ja

Nein Nein

Ja Ja

Nein Ja

STÄBE

StabNr. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54

RSTAB 5.14.582 Räumliche Stabwerke

Balken Balken Starre Kop Fachwerks Fachwerks Balken Balken Balken Balken Balken Fachwerks Balken Balken Balken Starre Kop Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Balken Starre Kop Balken Balken Balken Balken Balken Balken Balken Fachwerks Balken Balken Balken Balken Balken Starre Kop Fachwerks Fachwerks Balken

2 3 1 2 3 4 5 7 3 7 8 11 8 9 10 4 10 12 13 14 15 16 13 15 16 18 19 22 20 21 23 20 23 25 26 25 26 30 32 29 30 27 31 28 31 36 39 33 34 36 37 38 39 38

1 2 5 6 7 5 6 6 9 8 9 1 10 11 11 12 14 13 14 15 16 17 21 19 18 17 18 19 21 22 22 24 25 24 23 29 27 26 27 28 29 37 30 33 32 31 32 34 35 35 34 35 36 37

Querschnitt Anf. Ende 2 2

2 2

2 2 1 1 1 2 1 2 2 1 2

1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1

1 2 1 1 2 1 1 2 1 2 1 1 1

2 2 2

Gelenk Teil.Anf. Ende Nr. 2 1 1 2 -

1 2 1 -

Länge [mm]

Ing.-Software DLUBAL GmbH

350.0 93.0 5.0 5.0 5.8 1835.0 350.0 90.0 95.7 90.4 5.0 582.2 200.0 200.0 5.0 1375.0 1115.3 2394.0 173.3 1231.3 100.0 100.0 2800.0 391.3 195.6 100.0 100.0 1231.3 2394.0 173.3 184.0 180.0 449.0 2080.0 931.3 1015.0 5.0 106.4 200.0 2080.0 233.2 582.2 93.6 180.0 5.0 90.4 95.7 1835.0 350.0 90.0 5.0 5.0 5.8 350.0

Stablage VERT VERT HORI HORI ALLG VERT VERT VERT ALLG ALLG VERT ALLG ALLG ALLG VERT HORI ALLG VERT VERT ALLG ALLG ALLG HORI HORI HORI ALLG ALLG ALLG VERT VERT ALLG HORI VERT VERT ALLG HORI VERT ALLG ALLG VERT VERT ALLG ALLG HORI VERT ALLG ALLG VERT VERT VERT HORI HORI ALLG VERT

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 85

STÄBE

StabNr.

Stabtyp

55 Balken

Knoten Anf. Ende 39

Beta [°]

Querschnitt Anf. Ende

0.00

Gelenk Teil.Anf. Ende Nr.

Länge [mm]

Stablage

93.0 VERT

AUFLAGER

LagerNr.

Gelagerte Knoten

Drehung [°] Alpha Beta

1 6,17,35 2 4,12,20,33

0.0 0.0

Festes Auflager bzw. Feder [N/mm] [Nmm/rad] in X in Y in Z um X um Y um Z

0.0 0.0

Nein Ja

Ja Ja

Nein Ja

Nein Nein

STARRE KOPPLUNGEN

Koppl.Nr.

Starre Kopplung an Stäben

Starre Verbindung in X Y Z

1 3,15,37,51

Starre Einspannung um X Y Z

BASISANGABEN DER LASTFÄLLE

LF-Nr. 1 2 3 4

LF-Bezeichnung

Faktor

Eigengewicht und Aufbau Schnee sk=1,40 kN/m2 Wind in +Y q=0,71 kN/m2 Stabilisierungslast V/100

1.00 1.00 1.00 1.00

Überlagerungsart Ständig Veränderlich Veränderlich Veränderlich

STABLASTEN

Belastete Stäbe

Nr.

1 10,13,17,20-22,26 -28,31,35,38,43,46 2 6-8,48-50 3 29,30 4 18,19 5 23

G - In Z - R ic h tu n g a ls G e w ic h t

s ug

lä n

Eigengewicht -1.05 -

LF 1

Lastart

LastRichtung

1 1 1 1

G G G G

Lastart

LastRichtung

Parameter [kN, kNm, m, °C, kN/m, kNm/m] P1 0.052 0.073 0.080 0.105 0.250

STABLASTEN

Belastete Stäbe

Nr.

1 10,13,17,20-22,26 -28,31,35,38,43,46

RSTAB 5.14.582 Räumliche Stabwerke

LF 2

Parameter [kN, kNm, m, °C, kN/m, kNm/m] P1 0.844

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 86

STABLASTEN

Y - G lobal in Y -R ichtung

LF 3

Belastete Stäbe

Nr.

Lastart

LastRichtung

1 1

Y Y

1 10,13,17,20-22,26 -28,31,35,38,43,46 2 6-8,48-50 3 18,19,29,30

Parameter [kN, kNm, m, °C, kN/m, kNm/m] P1 -0.716 0.344 1.044

B ezugslänge

3 - Lo ka l in 3 -R ich tu ng

1 3

s ug

lä n

KNOTENKRÄFTE

LF 4

Belastete Knoten

Nr.

PX [kN]

1 7

0.075

Knotenkräfte PY [kN] 0.000

PZ [kN] 0.000

LF-GRUPPEN

LG-Nr.

LG-Bezeichnung

Beiwert γM 1.00 1.10 1.00 1.10 1.00 1.10

Faktor

1 Eigengewicht + Schnee 2 Eigengewicht + Wind 3 Eigengewicht + Schnee + 0 ,6 x Wind 4 Eigengewicht + Wind + 0,5 x Schnee

1.00

Lastfälle in LG

1.35*LF1 + 1.50*LF2 + LF4 1.35*LF1 + 1.50*LF3 + LF4 1.35*LF1 + 1.50*LF2 + 0.90*LF3 + LF4 1.10 1.35*LF1 + 0.75*LF2 + 1.50*LF3 + LF4

DATEN ZUR THEORIE II. ORDNUNG

LGNr. LG1 LG2 LG3 LG4

Faktor Ny

Anzahl Iterationen

1.000 1.000 1.000 1.000

RSTAB 5.14.582 Räumliche Stabwerke

2 2 2 2

Eps-Konvergenz vorhanden gewollt .19E-03 .15E-04 .15E-03 .17E-03

0.01 0.01 0.01 0.01

Ny-fache Ergebnisse

Entlastung durch Zugkräfte

Ja Ja Ja Ja

Nein Nein Nein Nein

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 87

BELASTUNG LF 2 - Schnee sk=1,40 kN/m2 [kN/m]

In Y-Richtung

0.84

0.84 0.84 0.84 0.84 0.84

0.07

0.84 0.84

0.84

0.11 0.07

0.05 0.05 0.07

0.05

0.11

0.05

0.05 0.05 0.05 0.05 0.25

0.05

0.08

0.05 0.08

0.84

0.84 0.84 0.84

0.07

0.05 0.05 0.05 0.07

In Y-Richtung

0.05

LF 1 - Eigengewicht und Aufbau [kN/m]

596.994 mm

0.34 1.04 1.04

0.08 0.34

0.72 0.72

0.34

0.72

1.04

0.72

0.72 0.72

0.72

1.04

0.72

0.72 0.72 0.72

0.34

In Y-Richtung

0.34

LF 3 - Wind in +Y q=0,71 kN/m2 [kN/m]

596.994 mm In Y-Richtung

LF 4 - Stabilisierungslast V/100 [kN]

559.647 mm 522.429 mm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 88

SCHNITTGRÖSSEN STABBEZOGEN

StabNr.

LF/LG- KnotenNr. Nr. 1

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1

2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 6 2 6 2 6 2 6 2 6 2 6 2 6 2 6 3 7 3 7 3 7 3 7 3 7 3 7 3 7 3 7 4

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 5.0 0 5.0 0 5.0 0 5.0 0 5 0 5 0 5 0 5 0 5.8 0 5.8 0 5.8 0 5.8 0 5 0 5 0 5 0 5 0

N -14.49 -23.14 -106.75 -106.75 99.02 99.02 -97.77 -97.77 -284.40 -296.08 30.97 19.29 -192.04 -203.73 -49.31 -60.99 -12.13 -14.43 -106.75 -106.75 99.02 99.02 -97.77 -97.77 -281.54 -284.65 34.16 31.06 -188.95 -192.05 -46.12 -49.22 -16.22 -16.22 -133.05 -133.05 110.62 110.62 31.69 31.69 -188.55 -188.55 175.60 175.60 -89.17 -89.17 76.06 76.06 29.67 29.60 252.02 252.02 -219.27 -219.27 43.23 43.23 465.46 465.36 -245.70 -245.80 265.55 265.45 -56.57 -56.67 -332.30

Kräfte [N] Q2 .00 .00 .00 .00 -260.62 -260.62 .00 .00 .00 .00 -391.26 -391.26 -246.03 -246.01 -393.92 -394.00 .00 .00 .00 .00 -260.62 -260.62 .00 .00 .00 .00 -391.26 -391.26 -246.08 -246.10 -393.88 -393.91 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

Momente [Nmm] M2 .00 744.24 .00 2111.46 .00 6306.98 .00 17224.60 147.79 -5338.10 147.79 -14272.6 .00 -191.25 .00 -4765.63 .00 10323.00 .00 23750.65 221.87 -7191.52 221.87 -23345.2 136.20 5479.78 136.20 10932.19 222.47 -2462.85 222.47 -10439.8 .00 -1127.90 .00 744.24 .00 -8967.43 .00 6306.98 147.79 7323.17 147.79 -5338.10 .00 3971.15 .00 -191.25 .00 -10783.0 .00 10323.00 221.87 13431.47 221.87 -7191.52 136.20 -4262.01 136.20 5479.78 222.47 6730.53 222.47 -2462.85

Q3 3.91 3.91 31.19 31.19 -25.53 -25.53 -13.07 -13.07 38.42 38.30 -46.15 -46.15 15.59 15.56 -22.79 -22.78 20.13 20.13 164.24 164.24 -136.14 -136.14 -44.76 -44.76 226.95 226.96 -221.75 -221.75 104.75 104.75 -98.85 -98.85 .06 -.06 .00 .00 .00 .00 .00 .00 .08 -.09 .08 -.08 .08 -.08 .08 -.08 .06 -.06 .00 .00 .00 .00 .00 .00 .08 -.08 .08 -.08 .08 -.08 .08 -.08 -9.02

.00

6272.97

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 .00 24464.09 115681.5 .00 .00 .00 .00 36725.93 173666.9 23101.16 109218.1 36975.40 174887.0 .00 .00 .00 .00 226.31 24464.09 .00 .00 .00 .00 338.75 36725.93 216.57 23101.16 341.72 36975.40

.00 www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 89

SCHNITTGRÖSSEN STABBEZOGEN

StabNr.

LF/LG- KnotenNr. Nr. 6

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1

5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 5 6 5 6 5 6 5 6 5 6 5 6 5 6 5 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 3 9 3 9 3 9 3 9 3 9 3 9 3 9 3 9 7 8

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 1835 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 90

N -141.83 -626.33 -626.33 532.74 532.74 20.63 20.63 -1365.99 -1108.85 371.04 628.19 -886.99 -629.85 -98.46 158.68 -45.73 -9.40 .00 .00 .00 .00 .00 .00 -62.07 -13.03 -61.74 -12.70 -61.83 -12.79 -61.74 -12.70 .00 -9.34 .00 .00 .00 .00 .00 .00 .00 -12.61 .00 -12.61 .00 -12.61 .00 -12.61 -4.46 -3.95 -45.67 -45.67 47.66 47.66 -96.24 -96.24 -177.85 -177.16 -30.46 -29.77 -131.58 -130.89 -65.35 -64.66 21.72 23.27

Kräfte [N] Q2 .00 .00 .00 -316.09 315.15 .00 .00 .00 .00 -474.31 472.55 -291.42 290.06 -475.55 472.90 .00 .00 .00 .00 450.21 570.61 .00 .00 .00 .00 675.59 855.65 416.80 524.82 677.94 858.00 .00 .00 .00 .00 365.75 396.71 .00 .00 .00 .00 547.54 593.82 330.01 357.78 548.03 594.31 .00 .00 .00 .00 260.62 260.62 .00 .00 .00 .00 390.04 390.05 243.19 243.20 391.98 391.99 .00 .00

Momente [Nmm] M2 .00 -10273.6 .00 30218.61 .00 -82494.7 101817.5 -25541.3 101817.5 68672.69 .00 -18615.5 .00 18485.70 .00 34538.32 .00 -118635 152858.0 -48471.1 152858.0 107663.0 94214.03 11640.92 94214.03 -56805.0 153271.8 -25908.6 153271.8 45868.02 .00 -5678.50 .00 .00 .00 -46566.7 .00 .00 52551.97 38715.41 52551.97 .00 .00 11090.56 .00 .00 .00 -66044.5 .00 -2.83 78949.46 61489.58 78949.46 1.63 48381.72 -31238.8 48381.72 -1.60 79096.57 26629.08 79096.57 .42 .00 .00 .00 .00 .00 .00 .00 .00 52551.97 .00 52551.97 .00 .00 .00 .00 .00 .00 .00 .00 2.83 78949.46 .00 78949.46 -1.63 48381.72 .00 48381.72 1.60 79096.57 .00 79096.57 -.42 .00 1127.90 .00 609.66 .00 8967.43 .00 5751.92 252.95 -7323.17 252.95 -4958.56 .00 -3971.15 .00 1389.47 .00 10783.00 .00 11015.08 378.76 -13431.5 378.76 -5227.50 240.93 4262.01 240.93 6458.05 381.80 -6730.53 381.80 -904.21 .00 .00 .00 1486.91 T

Q3 -9.02 -61.42 -61.42 51.34 51.34 20.22 20.22 -84.26 -80.84 85.09 85.09 -37.64 -36.58 39.11 39.06 16.22 16.22 133.05 133.05 -110.62 -110.62 -31.69 -31.69 188.67 188.58 -175.66 -175.62 89.24 89.18 -76.07 -76.07 .00 .00 .00 .00 .00 .00 .00 .00 .00 .03 .00 -.02 .00 .02 .00 .00 -4.26 -6.57 -33.60 -33.60 24.71 24.71 56.01 56.01 4.01 .87 87.28 84.17 24.51 21.39 62.44 59.32 20.11 12.79

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 172480.9 173345.5 .00 .00 .00 .00 258758.1 260372.8 162886.9 162451.2 260486.7 261893.0 .00 .00 .00 .00 144334.2 -34310.8 .00 .00 .00 .00 216726.2 -51354.4 133907.3 -30946.0 217505.8 -51397.9 .00 .00 .00 .00 .00 -34310.8 .00 .00 .00 .00 .00 -51354.4 .00 -30946.0 .00 -51397.9 .00 .00 .00 .00 -95.26 -25037.3 .00 .00 .00 .00 -143.23 -37470.1 -86.06 -23363.9 -143.17 -37657.1 .00 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 90

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 10

LF/LG- KnotenNr. Nr. LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2

7 8 7 8 7 8 7 8 7 8 7 8 7 8 8 9 8 9 8 9 8 9 8 9 8 9 8 9 8 9 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 8 10 8 10 8 10 8 10 8 10 8 10 8 10 8 10 9 11 9

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 5.0 0 5.0 0 5.0 0 5.0 0 5 0 5 0 5 0 5 0 582 0 582 0 582 0 582 0 582 0 582 0 582 0 582 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0

N 184.54 200.35 -160.57 -160.57 -41.72 -41.72 267.46 293.26 -253.57 -251.48 121.07 146.88 -114.83 -100.88 -8.24 -8.12 -31.27 -31.27 24.37 24.37 40.70 40.70 -15.01 -14.85 66.23 66.40 6.13 6.30 42.96 43.12 -65.30 -77.80 -563.05 -563.05 469.57 469.57 135.04 135.04 -788.36 -805.23 751.36 734.49 -369.76 -386.63 329.62 312.75 24.97 28.42 206.77 241.90 -165.56 -165.56 -50.20 -50.20 296.26 353.62 -265.17 -260.52 145.50 202.86 -109.80 -78.79 -5.70 -4.67 -52.46

Kräfte [N] Q2 .00 .00 -365.75 -365.75 .00 .00 .00 .00 -551.49 -551.50 -330.01 -330.01 -549.96 -549.72 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -395.69 -395.69 .00 .00 .00 .00 -593.60 -593.60 -375.14 -375.22 -597.64 -597.64 .00 .00 .00 .00 -365.75 -365.75 .00 .00 .00 .00 -551.74 -551.60 -330.01 -330.01 -549.89 -549.30 .00 .00 .00

Momente [Nmm] M2 .00 .00 .00 12140.30 10889.25 .00 10889.25 -10572.9 .00 .00 .00 1256.23 .00 .00 .00 21729.69 16359.04 .00 16359.04 -12607.6 10025.13 .00 10025.13 12056.51 16389.53 .00 16389.53 -3490.10

.00 .00 -51411.4 -18350.5 .00 .00 .00 .00 -77236.0 -27384.0 -47331.7 -17501.5 -77379.9 -27666.7

.00 .00 .00 .00 191.71 191.71 .00 .00 .00 .00 287.61 287.61 179.81 179.81 289.20 289.20 .00 .00 .00 .00 10906.92 10906.92 .00 .00 .00 .00 16385.42 16385.42 10041.99 10041.99 16416.17 16416.17 .00 .00 .00

.00 .00 .00 .00 -130407 99955.16 .00 .00 .00 .00 -195632 149950.2 -125440 93040.95 -197435 150503.5 .00 .00 .00 .00 -18340.0 54809.70 .00 .00 .00 .00 -27368.2 82977.05 -17491.8 48509.77 -27650.9 82325.05 .00 .00 .00

Q3 171.63 96.99 -149.33 -84.61 13.90 13.90 301.31 179.48 -183.08 -95.87 165.17 101.59 -54.22 -23.00 .00 .00 .00 .00 .00 .00 .00 .00 -.01 -.01 .00 .00 .00 .00 .00 .00 -3.77 -10.92 -62.08 -62.08 52.59 52.59 2.39 2.39 -96.32 -105.84 76.27 66.62 -48.59 -58.23 29.67 20.02 4.75 -11.45 66.60 -98.50 -60.92 82.27 53.67 53.67 165.08 -104.44 -31.35 161.61 107.73 -32.91 18.92 88.04 1.40 -3.43 -2.62

1311.25 -2964.11 14304.97 -21835.1 -12270.2 18348.38 1343.99 2732.68 24908.84 -34074.6 -15313.7 26277.94 13658.43 -17474.1 -4563.34 9901.26 1486.91 817.36 12140.30 8949.69 -10572.9 -8437.87 1256.23 11990.08 21729.69 27794.32 -12607.6 417.69 12056.51 19537.98 -3490.10 7204.48 609.66 406.56 5751.92

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 91

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 14

LF/LG- KnotenNr. Nr. LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2

11 9 11 9 11 9 11 9 11 9 11 9 11 4 12 4 12 4 12 4 12 4 12 4 12 4 12 4 12 10 14 10 14 10 14 10 14 10 14 10 14 10 14 10 14 12 13 12 13 12 13 12 13 12 13 12 13 12 13 12 13 13 14 13 14

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 199 0 199 0 199 0 199 0 199 0 199 0 199 0 1375 0 1375 0 1375 0 1375 0 1375 0 1375 0 1375 0 1375 0 1115 0 1115 0 1115 0 1115 0 1115 0 1115 0 1115 0 1115 0 2394 0 2394 0 2394 0 2394 0 2394 0 2394 0 2394 0 2394 0 173 0 173

N -52.46 52.95 52.95 -87.28 -87.28 -180.28 -178.89 -15.22 -13.83 -129.39 -128.00 -55.17 -53.78 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -16.94 2.26 -139.36 56.40 160.99 160.99 -49.29 -49.29 -279.96 39.61 169.32 195.25 -135.58 183.98 64.89 237.64 -922.16 -597.05 -1785.22 -1785.22 1467.89 1467.89 -17.23 -17.23 -3941.60 -3502.70 939.78 1378.68 -2619.92 -2181.02 -399.36 39.54 -203.93 -180.39 -1785.22 -1785.22

Kräfte [N] Q2 .00 260.62 260.62 .00 .00 .00 .00 390.30 390.32 243.20 243.19 392.15 392.16 .00 .00 .00 .00 84.49 84.49 .00 .00 .00 .00 126.93 126.93 78.43 78.43 127.28 127.28 .00 .00 .00 .00 -500.82 -500.82 .00 .00 .00 .00 -749.88 -749.88 -462.24 -460.71 -752.37 -752.37 .00 .00 .00 .00 -1384.09 1115.25 .00 .00 .00 .00 -2076.33 1672.68 -1295.58 1052.91 -2088.01 1676.05 .00 .00 .00 .00

Momente [Nmm] M2 .00 5228.49 36.23 -4958.56 36.23 -4867.19 .00 1389.47 .00 4795.91 .00 11015.08 .00 13740.69 54.42 -5227.50 54.42 -1981.58 38.70 6458.05 38.70 9073.54 55.84 -904.21 55.84 1983.28 .00 -6272.97 .00 -4221.38 .00 -30218.6 .00 -17451.5 -172480 25541.35 -172480 12021.34 .00 18615.54 .00 -14314.2 .00 -34538.3 .00 -48776.8 -258758 48471.11 -258758 -1979.55 -162886 -11640.9 -162886 -36512.0 -260486 25908.64 -260486 -15117.9 .00 2707.31 .00 -7151.66 .00 29870.78 .00 -81944.6 107665.7 -26772.1 107665.7 81185.16 .00 18214.23 .00 -17002.6 .00 68855.14 .00 -148947 161538.0 -18357.6 161538.0 95153.78 103112.2 43595.00 103112.2 -76515.0 162908.5 4186.29 162908.5 33583.71 .00 -4221.38 .00 8125.66 .00 -17451.5 .00 68736.25 14355.30 12021.34 14355.30 -50037.5 .00 -14314.2 .00 12128.69 .00 -48776.8 .00 125035.8 21671.94 -1979.55 21671.94 -51964.4 13622.23 -36512.0 13622.23 80829.59 21739.37 -15117.9 21739.37 -278.58 .00 8125.66 .00 -26041.7 .00 68736.25 .00 -243616 T

Q3 -2.62 .46 .46 17.03 17.03 16.93 10.36 19.49 12.97 16.36 9.81 17.70 11.17 22.67 -19.68 9.29 9.29 -9.83 -9.83 -23.95 -23.95 18.23 -38.94 -8.10 -65.28 10.50 -46.68 -1.25 -58.43 36.33 -54.01 360.13 -560.63 -302.50 496.08 -31.58 -31.58 557.05 -946.67 -436.19 639.73 284.71 -499.84 -166.32 219.03 5.16 5.16 36.00 36.00 -25.92 -25.92 11.05 11.05 74.64 61.48 -20.88 -20.88 49.42 44.69 6.02 6.07 -197.16 -197.16 -1802.38 -1802.38

Ing.-Software DLUBAL GmbH

M3 .00 -25038.5 -77162.4 .00 .00 .00 .00 -37472.0 -115530 -23365.1 -72009.8 -37659.0 -116088 .00 .00 .00 .00 101817.5 -14355.3 .00 .00 .00 .00 152858.0 -21671.9 94214.03 -13622.2 153271.8 -21739.4 .00 .00 .00 .00 64232.28 622810.5 .00 .00 .00 .00 97337.78 933703.9 59789.98 574619.8 97326.77 936466.8 .00 .00 .00 .00 -172480 149319.8 .00 .00 .00 .00 -258758 224413.0 -162886 132342.5 -260486 222896.8 .00 .00 .00 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 92

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 19

LF/LG- KnotenNr. Nr. LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3

13 14 13 14 13 14 13 14 13 14 13 14 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 16 17 16 17 16 17 16 17 16 17 16 17 16 17 16 17 13 21 13 21 13

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 173 0 173 0 173 0 173 0 173 0 173 0 1231 0 1231 0 1231 0 1231 0 1231 0 1231 0 1231 0 1231 0 99 0 99 0 99 0 99 0 99 0 99 0 99 0 99 0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 2800 0 2800 0

N 1467.89 1467.89 -17.23 -17.23 -2971.98 -2940.21 1909.39 1941.16 -1650.30 -1618.53 570.25 602.02 -228.10 -206.89 -2077.86 -1861.71 1737.07 1737.07 .46 .46 -3432.86 -3080.00 2298.09 2326.71 -1862.91 -1510.05 739.71 930.45 -187.63 -185.90 -1599.36 -1581.81 1213.42 1213.42 3.67 3.67 -2680.08 -2651.43 1570.54 1572.86 -1567.82 -1539.18 371.03 386.51 -1.72 .00 -17.56 .00 .00 .00 .00 .00 -28.66 .00 -2.33 .00 -28.66 .00 -15.49 .00 202.31 202.31 1838.38 1838.38 -1325.13

Kräfte [N] Q2 1116.08 1297.01 .00 .00 .00 .00 1674.05 1945.44 1044.39 1207.35 1677.43 1948.81 .00 .00 .00 .00 796.19 796.19 .00 .00 .00 .00 1195.56 1195.56 721.64 726.36 1196.45 1196.45 .00 .00 .00 .00 777.18 777.18 .00 .00 .00 .00 1167.16 1167.16 707.25 706.17 1167.75 1167.75 .00 .00 .00 .00 836.51 836.51 .00 .00 .00 .00 1256.45 1256.43 747.40 747.26 1256.60 1256.48 .00 .00 .00 .00 -.83

Momente [Nmm] M2 41883.27 -50037.5 41883.27 175114.7 .00 12128.69 .00 21578.34 .00 125035.8 .00 -383160 61408.54 -51964.4 61408.54 249074.6 40188.09 80829.59 40188.09 -222598 62982.77 -278.58 62982.77 66491.59 .00 -33193.3 .00 5680.93 .00 -325560 .00 46787.40 85162.30 256299.9 85162.30 -25242.2 .00 4575.75 .00 414.55 .00 -532108 .00 80078.66 127929.3 344228.4 127929.3 -29782.7 76502.41 -299113 76502.41 56247.82 127771.9 100075.3 127771.9 5310.77 .00 4174.81 .00 1811.47 .00 32954.67 .00 13239.69 28074.80 -18631.7 28074.80 -4504.02 .00 268.07 .00 117.41 .00 56576.82 .00 23149.72 42204.88 -22045.5 42204.88 -4194.66 24267.90 39038.37 24267.90 18654.00 42026.66 2672.36 42026.66 5736.15 .00 -404.96 .00 .00 .00 -4127.78 .00 .00 -32153.3 3580.06 -32153.3 .00 .00 .00 .00 .00 .00 -6739.97 .00 .00 -48237.3 4823.48 -48237.3 .00 -30644.4 -3517.26 -30644.4 .00 -48445.4 1727.69 -48445.4 .00 .00 .00 .00 .00 .00 .00 .00 .00 -27889.7 .00 T

Q3 1299.20 1299.20 54.53 54.53 -2932.90 -2930.37 1737.10 1737.10 -1750.99 -1750.21 385.29 385.29 81.43 -18.29 810.65 -205.84 -669.46 212.15 -3.38 -3.38 1314.48 -336.35 -897.65 290.14 717.66 -145.63 -289.67 135.75 -19.58 -27.68 -155.87 -238.43 105.48 177.08 -1.51 -1.51 -266.64 -401.83 130.28 226.74 -168.58 -239.09 13.36 47.91 8.10 .00 82.55 .00 -71.60 .00 .00 .00 134.78 .00 -96.47 .00 70.34 .00 -34.55 .00 393.12 -393.12 .00 .00 .00

Ing.-Software DLUBAL GmbH

M3 177209.5 -31884.5 .00 .00 .00 .00 266252.8 -47375.9 159463.8 -35724.4 264941.1 -49272.5 .00 .00 .00 .00 575216.1 -405133 .00 .00 .00 .00 863791.5 -608302 527884.7 -372608 864620.1 -608567 .00 .00 .00 .00 -136379 -214096 .00 .00 .00 .00 -204734 -321449 -126674 -197349 -204897 -321670 .00 .00 .00 .00 69329.55 -14322.4 .00 .00 .00 .00 104159.6 -21486.8 61090.31 -13650.3 104082.3 -21579.5 .00 .00 .00 .00 27527.96

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 93

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 23

LF/LG- KnotenNr. Nr. LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3

21 13 21 13 21 13 21 13 21 13 21 15 19 15 19 15 19 15 19 15 19 15 19 15 19 15 19 16 18 16 18 16 18 16 18 16 18 16 18 16 18 16 18 18 17 18 17 18 17 18 17 18 17 18 17 18 17 18 17 19 18 19 18 19 18

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 2800 0 2800 0 2800 0 2800 0 2800 0 2800 0 391 0 391 0 391 0 391 0 391 0 391 0 391 0 391 0 195 0 195 0 195 0 195 0 195 0 195 0 195 0 195 0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 99 0 99 0 99

N -1325.13 -43.48 -43.48 2995.80 2995.80 -1757.98 -1757.98 1796.48 1796.48 -379.22 -379.22 -18.58 -18.58 -266.98 -266.98 534.38 534.38 -3.53 -3.53 -405.71 -405.71 772.87 772.87 61.30 61.30 572.64 572.64 -187.60 -187.60 -1596.82 -1596.82 1238.61 1238.61 3.28 3.28 -2677.34 -2677.34 1607.97 1607.97 -1541.95 -1541.95 410.37 410.37 -1.72 .00 -17.56 .00 .00 .00 .00 .00 -28.66 .00 -2.33 .00 -28.66 .00 -15.49 .00 -187.26 -185.54 -1594.68 -1577.14 1209.66 1209.66

Kräfte [N] Q2 -.83 .00 .00 .00 .00 -5.23 2.69 -.62 -.62 -2.21 -.49 .00 .00 .00 .00 19.01 19.01 .00 .00 .00 .00 28.40 28.40 19.42 19.42 28.70 28.70 .00 .00 .00 .00 -59.33 -59.33 .00 .00 .00 .00 -89.28 -89.28 -48.74 -50.69 -88.74 -88.74 .00 .00 .00 .00 -799.57 -799.57 .00 .00 .00 .00 -1200.49 -1200.47 -729.66 -729.48 -1202.77 -1202.61 .00 .00 .00 .00 -858.90 -858.90

Momente [Nmm] M2 -27889.7 .00 .00 .00 .00 .00 .00 .00 .00 .00 -41839.8 .00 -41839.8 .00 -27121.3 .00 -27121.3 .00 -42044.3 .00 -42044.3 .00 .00 1506.12 .00 1683.84 .00 13832.74 .00 16121.99 -75.58 -6610.53 -75.58 -8449.22 .00 146.48 .00 -309.05 .00 23501.85 .00 26862.08 -113.30 -7737.20 -113.30 -10711.4 -74.91 17209.45 -74.91 18806.65 -114.18 2638.41 -114.18 1378.98 .00 2216.44 .00 2387.16 .00 17367.47 .00 19566.60 -20.00 -8084.08 -20.00 -9850.39 .00 117.41 .00 -320.18 .00 29889.69 .00 33117.11 -29.84 -9018.14 -29.84 -11875.2 -24.10 22171.26 -24.10 23705.01 -30.65 4008.46 -30.65 2798.79 .00 -404.96 .00 .00 .00 -4127.78 .00 .00 -35199.0 3580.06 -35199.0 .00 .00 .00 .00 .00 .00 -6738.29 .00 .00 -52806.4 4823.36 -52806.4 .00 -33547.1 -3516.46 -33547.1 .00 -53034.2 1727.35 -53034.2 .00 .00 4516.26 .00 1982.20 .00 37352.93 .00 15438.82 -93054.1 -22164.3 -93054.1 -6270.32 T

Q3 .00 .00 .00 530.72 -530.72 554.50 -554.50 530.72 -530.72 535.64 -535.64 5.29 -4.38 5.85 5.85 -4.70 -4.70 -1.16 -1.16 15.28 1.88 -1.07 -14.13 10.61 -2.45 3.31 -9.75 3.29 -1.55 11.24 11.24 -9.03 -9.03 -2.24 -2.24 20.45 12.54 -11.34 -17.87 11.40 4.28 -2.92 -9.45 8.10 .00 82.55 .00 -71.60 .00 .00 .00 134.77 .00 -96.47 .00 70.33 .00 -34.55 .00 -21.29 -29.39 -177.87 -260.42 123.14 194.74

Ing.-Software DLUBAL GmbH

M3 29858.69 .00 .00 .00 .00 39736.60 43443.46 26565.86 28296.88 41243.40 45061.58 .00 .00 .00 .00 -274749 -282188 .00 .00 .00 .00 -412572 -423685 -251419 -259017 -412676 -423906 .00 .00 .00 .00 -289756 -278149 .00 .00 .00 .00 -435114 -417649 -264210 -254486 -435262 -417902 .00 .00 .00 .00 -79957.7 .00 .00 .00 .00 .00 -120050 .00 -72966.7 .00 -120278 .00 .00 .00 .00 .00 106223.3 192113.1

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 94

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 27

LF/LG- KnotenNr. Nr. LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4

19 18 19 18 19 18 19 18 19 18 22 19 22 19 22 19 22 19 22 19 22 19 22 19 22 19 20 21 20 21 20 21 20 21 20 21 20 21 20 21 20 21 21 22 21 22 21 22 21 22 21 22 21 22 21 22 21 22 23 22 23 22 23 22 23

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 99 0 99 0 99 0 99 0 99 0 1231 0 1231 0 1231 0 1231 0 1231 0 1231 0 1231 0 1231 0 2394 0 2394 0 2394 0 2394 0 2394 0 2394 0 2394 0 2394 0 173 0 173 0 173 0 173 0 173 0 173 0 173 0 173 0 184 0 184 0 184 0

N 2.74 2.74 -2673.54 -2644.90 1564.47 1566.79 -1564.65 -1536.01 368.46 383.94 -227.55 -206.34 -2070.75 -1854.60 1731.36 1731.36 -.96 -.96 -3422.81 -3069.94 2288.85 2317.48 -1858.04 -1505.18 735.80 926.54 -860.91 -595.65 -1431.92 -1431.92 1195.31 1195.31 -87.86 -87.86 -3403.86 -3045.75 542.91 901.01 -2325.77 -1967.67 -531.60 -173.50 -202.53 -183.33 -1431.92 -1431.92 1195.31 1195.31 -87.86 -87.86 -2515.04 -2489.12 1431.73 1457.65 -1436.96 -1411.03 357.22 383.14 -1.68 1.49 -42.88 -10.59 212.31 212.31 -15.04

Kräfte [N] Q2 .00 .00 .00 .00 -1289.74 -1289.74 -788.70 -787.72 -1291.35 -1291.35 .00 .00 .00 .00 -839.89 -839.89 .00 .00 .00 .00 -1261.34 -1261.34 -760.58 -768.87 -1262.65 -1262.65 .00 .00 .00 .00 -1379.08 1120.25 .00 .00 .00 .00 -2068.78 1680.22 -1276.16 1042.38 -2080.89 1688.03 .00 .00 .00 .00 1119.42 1300.34 .00 .00 .00 .00 1678.85 1950.24 1035.05 1196.76 1683.12 1954.51 .00 .00 .00 .00 460.45 460.45 .00

Momente [Nmm] M2 .00 -607.12 .00 -320.18 .00 63032.54 .00 26378.81 -139677 -27759.7 -139677 -7051.85 -86486.0 42107.15 -86486.0 20188.55 -139958 252.66 -139958 4526.13 .00 -29477.9 .00 6200.10 .00 -277701 .00 53474.92 -151833 217860.4 -151833 -30613.5 .00 -4947.45 .00 -916.17 .00 -464499 .00 89894.62 -227930 282050.6 -227930 -38471.2 -140444 -266366 -140444 60913.80 -228258 73747.94 -228258 1631.64 .00 9209.61 .00 -7872.73 .00 38040.32 .00 -49667.9 26231.28 -28002.8 26231.28 34888.16 .00 -12730.2 .00 12184.87 .00 56001.98 .00 -71504.7 39285.93 -42296.3 39285.93 53882.89 24438.96 31080.47 24438.96 -40771.5 39536.79 -13840.4 39536.79 16679.80 .00 -7872.73 .00 25951.82 .00 -49667.9 .00 262574.4 -3627.40 34888.16 -3627.40 -190203 .00 12184.87 .00 6453.00 .00 -71504.7 .00 438798.5 -4157.53 53882.89 -4157.53 -243812 -3857.93 -40771.5 -3857.93 265431.6 -5524.79 16679.80 -5524.79 -46858.4 .00 6120.97 .00 -3526.13 .00 16645.57 .00 -15127.5 -345538 -7398.96 -345538 27656.63 .00 17982.10 T

Q3 2.87 2.87 -298.90 -434.12 158.85 255.31 -183.92 -254.43 25.46 60.01 78.84 -20.89 777.21 -239.28 -642.60 239.01 3.27 3.27 1271.41 -385.39 -854.21 333.58 695.86 -168.94 -271.28 154.14 -7.14 -7.14 -36.64 -36.64 26.27 26.27 10.41 10.41 -51.26 -49.41 40.18 40.18 -29.29 -28.67 12.66 12.59 195.18 195.18 1801.74 1801.74 -1298.86 -1298.86 -33.07 -33.07 2945.43 2942.45 -1717.80 -1717.80 1767.18 1766.13 -366.64 -366.64 -44.98 -59.88 -96.73 -248.63 124.65 256.39 -89.55

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 .00 159499.0 288472.5 97131.26 175957.0 159357.9 288491.9 .00 .00 .00 .00 -651945 382215.1 .00 .00 .00 .00 -979212 573880.4 -600894 350459.6 -980747 573955.3 .00 .00 .00 .00 -271019 38802.78 .00 .00 .00 .00 -406468 58634.22 -253099 33136.36 -409892 55987.41 .00 .00 .00 .00 10913.08 -198759 .00 .00 .00 .00 16794.46 -297665 6015.04 -187416 13943.14 -301257 .00 .00 .00 .00 -612088 -696812 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 95

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 31

LF/LG- KnotenNr. Nr. LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4

22 23 22 23 22 23 22 23 22 20 24 20 24 20 24 20 24 20 24 20 24 20 24 20 24 23 25 23 25 23 25 23 25 23 25 23 25 23 25 23 25 25 24 25 24 25 24 25 24 25 24 25 24 25 24 25 24 26 23 26 23 26 23 26 23

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 184 0 184 0 184 0 184 0 184 0 180 0 180 0 180 0 180 0 180 0 180 0 180 0 180 0 449 0 449 0 449 0 449 0 449 0 449 0 449 0 449 0 2080 0 2080 0 2080 0 2080 0 2080 0 2080 0 2080 0 2080 0 931 0 931 0 931 0 931

N -15.04 -81.26 -28.55 301.16 305.44 109.58 162.30 268.99 297.49 -3.22 -3.22 -1.77 -1.77 1.63 1.63 14.11 14.11 7.86 7.86 12.21 12.21 9.08 9.08 10.98 10.98 10.65 -3.18 -275.02 -275.02 207.33 207.33 157.04 157.04 -230.63 -249.30 482.37 463.69 -48.18 -66.85 277.07 258.39 -18.81 -82.88 -275.02 -275.02 207.33 207.33 157.04 157.04 -270.41 -356.90 442.58 356.09 -87.96 -174.45 237.29 150.80 -39.69 -23.65 -304.60 -141.14 296.35 296.35 -61.41 -61.41

Kräfte [N] Q2 .00 .00 .00 688.90 688.90 421.10 421.10 691.86 691.86 .00 .00 .00 .00 2.07 2.07 .00 .00 .00 .00 2.79 2.79 3.65 3.65 3.63 3.63 .00 .00 .00 .00 109.30 109.30 .00 .00 .00 .00 162.13 162.13 100.40 100.56 164.17 164.17 .00 .00 .00 .00 -2.07 -2.07 .00 .00 .00 .00 -2.79 -2.79 -3.92 -.81 -3.63 -3.63 .00 .00 .00 .00 351.15 351.15 .00 .00

Momente [Nmm] M2 .00 1505.55 .00 52587.67 .00 -25701.4 -518292 15147.05 -518292 38238.48 -323003 45349.98 -323003 -934.73 -521848 27732.93 -521848 26889.55 .00 -9209.61 .00 6208.17 .00 -38040.3 .00 11463.71 271019.5 28002.79 271019.5 -9316.97 .00 12730.23 .00 -15536.9 .00 -56002.0 .00 8913.29 406468.7 42296.32 406468.7 -21126.7 253099.4 -31080.5 253099.4 993.76 409893.0 13840.37 409893.0 -12629.4 .00 9552.94 .00 481.56 .00 63579.22 .00 -7783.87 132637.5 -52453.2 132637.5 5925.71 .00 -7525.28 .00 -13820.6 .00 100489.4 .00 -25766.9 199071.4 -73307.8 199071.4 -4278.06 123205.9 53325.52 123205.9 -20081.6 199859.4 -25669.2 199859.4 -10204.8 .00 481.56 .00 -6208.17 .00 -7783.87 .00 -11463.7 -25858.7 5925.71 -25858.7 9316.97 .00 -13820.6 .00 15536.92 .00 -25766.9 .00 -8913.29 -38783.7 -4278.06 -38783.7 21126.69 -23782.4 -20081.6 -23782.4 -993.76 -38882.5 -10204.8 -38882.5 12629.38 .00 -2456.82 .00 -3431.97 .00 -33562.6 .00 -46933.7 -54313.0 25431.67 -54313.0 45054.27 .00 -31438.9 .00 25507.38 T

Q3 -89.55 -301.48 -549.43 36.75 214.25 -186.84 -316.25 -36.37 27.20 88.43 82.88 275.02 275.02 -207.33 -207.33 -157.04 -157.04 364.38 356.90 -348.61 -356.09 181.93 174.45 -143.31 -150.80 -20.20 -20.20 -158.92 -158.92 130.01 130.01 -14.02 -14.02 -281.06 -281.20 153.73 153.73 -163.47 -163.48 34.44 34.44 -3.22 -3.22 -1.77 -1.77 1.63 1.63 14.11 14.11 7.83 8.30 12.21 12.21 9.08 9.22 10.98 10.98 36.67 -38.76 370.07 -398.79 -312.35 354.49 61.14 61.14

Ing.-Software DLUBAL GmbH

M3 .00 .00 .00 -918399 -1045157 -566144 -643628 -921473 -1048776 .00 .00 .00 .00 26231.28 25858.68 .00 .00 .00 .00 39285.93 38783.70 24438.96 23782.40 39536.79 38882.50 .00 .00 .00 .00 325917.8 276836.2 .00 .00 .00 .00 488751.9 415950.0 303257.8 258183.5 491654.5 417935.7 .00 .00 .00 .00 266713.8 271019.5 .00 .00 .00 .00 400665.1 406468.7 247989.9 253099.4 402332.4 409893.0 .00 .00 .00 .00 -87545.1 -414582 .00 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 96

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 35

LF/LG- KnotenNr. Nr. LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1

26 23 26 23 26 23 26 23 25 29 25 29 25 29 25 29 25 29 25 29 25 29 25 29 30 26 30 26 30 26 30 26 30 26 30 26 30 26 30 26 32 27 32 27 32 27 32 27 32 27 32 27 32 27 32 27 29 28 29 28 29 28 29 28 29

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 931 0 931 0 931 0 931 0 1015 0 1015 0 1015 0 1015 0 1015 0 1015 0 1015 0 1015 0 106 0 106 0 106 0 106 0 106 0 106 0 106 0 106 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 199 0 2080 0 2080 0 2080 0 2080 0

N -575.17 -308.32 329.57 351.22 -307.15 -40.30 100.81 245.06 16.99 16.99 157.15 157.15 -128.38 -128.38 28.13 28.13 289.03 289.03 -141.51 -141.51 172.56 172.56 -23.46 -23.46 5.24 7.07 -128.28 -109.59 124.78 124.78 -77.13 -77.13 -267.42 -236.92 117.01 119.48 -153.19 -122.69 20.40 36.89 -13.87 -12.85 -8.25 -8.25 16.34 16.34 77.69 77.69 51.72 53.11 83.61 85.00 64.42 65.81 77.80 79.19 -19.12 -83.19 -365.59 -365.59 305.70 305.70 -103.80 -103.80 -685.25

Kräfte [N] Q2 .00 .00 526.77 526.77 323.74 320.46 527.69 527.69 .00 .00 .00 .00 111.37 111.37 .00 .00 .00 .00 166.77 167.58 104.42 104.42 168.11 168.25 .00 .00 .00 .00 357.31 357.31 .00 .00 .00 .00 537.73 537.73 323.18 322.80 536.29 536.29 .00 .00 .00 .00 12.24 12.24 .00 .00 .00 .00 17.23 17.23 9.73 9.73 17.53 17.53 .00 .00 .00 .00 7.66 7.66 .00 .00 .00

Momente [Nmm] M2 .00 -87132.0 .00 -47901.7 -81599.3 3393.09 -81599.3 88454.83 -51982.0 -63444.0 -51982.0 -7975.55 -82480.6 -21962.3 -82480.6 53402.14 .00 .00 .00 .00 .00 .00 .00 .00 -10122.3 .00 -10122.3 .00 .00 .00 .00 .00 .00 .00 .00 .00 -15284.9 .00 -15284.9 .00 -10193.7 .00 -10193.7 .00 -15603.3 .00 -15603.3 .00 .00 -3684.70 .00 -1628.80 .00 -47730.8 .00 -16668.6 -52280.0 38565.39 -52280.0 12536.47 .00 -21566.3 .00 -17144.2 .00 -99621.3 .00 -45421.0 -78708.6 31310.07 -78708.6 -540.66 -47197.0 -64311.3 -47197.0 -33711.5 -78692.9 -4618.12 -78692.9 -13131.5 .00 1570.16 .00 -1569.81 .00 4024.62 .00 -15784.7 -16.63 -3481.13 -16.63 12449.26 .00 -1984.62 .00 -9490.11 .00 6065.20 .00 -35949.6 -24.79 -5090.04 -24.79 7069.43 -20.12 2973.36 -20.12 -24483.3 -26.29 -2078.20 -26.29 -4834.97 .00 -3869.61 .00 6277.81 .00 -16775.8 .00 25233.79 3110.15 14054.17 3110.15 -21138.2 .00 -6237.01 .00 7352.73 .00 -37168.5 T

Q3 669.92 -585.66 -357.88 540.54 387.07 -267.98 -79.97 241.81 15.63 -15.63 .00 .00 .00 .00 .00 .00 21.10 -21.10 21.11 -21.11 21.10 -21.10 21.10 -21.10 23.63 15.01 335.86 248.03 -282.73 -206.55 41.56 41.56 581.07 437.74 -350.68 -248.04 324.99 250.20 -98.40 -61.63 -13.28 -18.12 -99.05 -99.05 79.65 79.65 -37.53 -37.53 -206.81 -213.34 64.06 57.53 -134.02 -140.55 -10.52 -17.05 4.88 4.88 20.20 20.20 -16.92 -16.92 6.53 6.53 43.68

Ing.-Software DLUBAL GmbH

M3 .00 .00 -131457 -622054 -81979.4 -382575 -132301 -623753 .00 .00 .00 .00 158496.2 45452.13 .00 .00 .00 .00 237855.1 68094.76 146988.3 41005.82 238741.9 68023.03 .00 .00 .00 .00 -44099.7 -82116.7 .00 .00 .00 .00 -66506.9 -123719 -40440.6 -74820.3 -66652.7 -123712 .00 .00 .00 .00 -1198.08 -3645.24 .00 .00 .00 .00 -1764.29 -5210.56 -959.24 -2905.39 -1748.15 -5253.98 .00 .00 .00 .00 77001.89 61064.98 .00 .00 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 97

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 40

LF/LG- KnotenNr. Nr. LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1

28 29 28 29 28 29 28 30 29 30 29 30 29 30 29 30 29 30 29 30 29 30 29 27 37 27 37 27 37 27 37 27 37 27 37 27 37 27 37 31 30 31 30 31 30 31 30 31 30 31 30 31 30 31 30 28 33 28 33 28 33 28 33 28 33

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 2080 0 2080 0 2080 0 2080 0 233 0 233 0 233 0 233 0 233 0 233 0 233 0 233 0 582 0 582 0 582 0 582 0 582 0 582 0 582 0 582 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 180 0 180 0 180 0 180 0 180

N -771.75 329.00 242.51 -407.20 -493.69 54.10 -32.40 3.69 -3.49 -365.59 -365.59 305.70 305.70 -103.80 -103.80 -654.45 -664.15 359.80 350.10 -376.40 -386.10 84.90 75.20 -52.25 -64.75 -289.30 -289.30 241.71 241.71 -83.87 -83.87 -592.84 -609.71 208.15 191.28 -373.60 -390.47 -9.22 -26.09 24.23 25.85 104.81 121.26 -80.94 -80.94 -21.62 -21.62 167.06 193.91 -110.45 -108.27 94.65 121.50 -31.87 -17.36 -4.88 -4.88 -20.20 -20.20 16.92 16.92 -6.53 -6.53 -43.39 -43.39

Kräfte [N] Q2 .00 11.41 11.41 6.88 9.09 11.78 11.91 .00 .00 .00 .00 -103.71 -103.71 .00 .00 .00 .00 -153.51 -153.51 -97.63 -97.49 -156.03 -156.03 .00 .00 .00 .00 -18.40 -18.40 .00 .00 .00 .00 -28.19 -28.19 -9.65 -9.54 -26.09 -25.99 .00 .00 .00 .00 461.02 461.02 .00 .00 .00 .00 693.29 693.22 417.99 417.99 692.92 692.64 .00 .00 .00 .00 7.66 7.66 .00 .00 .00 .00

Momente [Nmm] M2 .00 54155.10 4649.88 9623.58 4649.88 -15883.7 2931.90 -24282.3 2931.90 34949.35 4687.48 -3001.83 4687.48 3093.05 .00 -8968.74 .00 -3869.61 .00 -58137.7 .00 -16775.8 -42342.0 47940.41 -42342.0 14054.17 .00 -14322.1 .00 -6237.01 .00 -114718 .00 -37168.5 -63444.9 45487.35 -63444.9 9623.58 -38073.9 -71122.7 -38073.9 -24282.3 -63335.6 1788.87 -63335.6 -3001.83 .00 535.61 .00 -2244.30 .00 -1936.31 .00 -6576.17 14.85 1175.16 14.85 5683.29 .00 -4707.31 .00 46.33 .00 -7174.77 .00 -12861.4 22.37 -2222.25 22.37 5544.65 12.70 -6009.26 12.70 -7738.87 22.13 -3702.27 22.13 608.94 .00 1952.89 .00 5284.04 .00 5368.38 .00 10406.91 -1701.20 -4931.57 -1701.20 -9375.02 .00 -2306.54 .00 -7244.15 .00 8250.92 .00 15097.30 -2563.95 -7066.11 -2563.95 -14177.3 -1506.29 3860.06 -1506.29 6811.39 -2551.30 -3054.57 -2551.30 -6406.99 .00 6277.81 .00 -9195.33 .00 25233.79 .00 -40572.6 -61065.0 -21138.2 -61065.0 33888.73 .00 7352.73 .00 -11330.6 .00 54155.10 .00 -85435.0 T

Q3 43.20 -12.26 -12.26 28.36 28.19 2.92 2.93 21.86 21.86 177.35 177.35 -145.30 -145.30 34.67 34.67 332.27 332.70 -153.78 -153.78 200.75 200.91 -20.54 -20.54 -1.20 -8.35 -7.97 -7.97 7.74 7.74 8.17 8.17 -5.06 -14.44 18.17 8.52 1.80 -7.73 12.22 2.58 39.38 31.80 92.46 15.20 -80.98 -13.96 -52.75 -52.75 136.21 10.08 -121.12 -30.82 64.44 -1.38 -51.99 -19.64 -83.19 -88.73 -365.59 -365.59 305.70 305.70 -103.80 -103.80 -771.76 -779.24

Ing.-Software DLUBAL GmbH

M3 .00 115420.9 91687.20 71551.26 55054.67 116347.6 91840.98 .00 .00 .00 .00 42691.95 66879.54 .00 .00 .00 .00 64334.97 100136.0 38603.43 61357.60 64355.07 100744.3 .00 .00 .00 .00 2660.90 13372.47 .00 .00 .00 .00 3767.63 20181.43 6378.91 11956.08 4983.48 20119.96 .00 .00 .00 .00 -33478.8 -76631.4 .00 .00 .00 .00 -50284.2 -115176 -30523.6 -69648.3 -50353.2 -115210 .00 .00 .00 .00 3110.15 1731.00 .00 .00 .00 .00

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 98

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 44

LF/LG- KnotenNr. Nr. LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2

28 33 28 33 28 33 31 32 31 32 31 32 31 32 31 32 31 32 31 32 31 32 36 31 36 31 36 31 36 31 36 31 36 31 36 31 36 31 39 32 39 32 39 32 39 32 39 32 39 32 39 32 39 32 33 34 33 34 33 34 33 34 33 34 33

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 0 180 0 180 0 180 0 5.0 0 5.0 0 5.0 0 5.0 0 5 0 5 0 5 0 5 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 1835 0 1835 0 1835 0 1835 0 1835 0

N 12.26 12.26 -28.21 -28.21 -2.92 -2.92 21.89 22.01 71.84 71.84 -60.00 -60.00 -27.82 -27.82 108.02 108.19 -88.35 -88.18 54.62 54.79 -34.53 -34.36 27.26 28.81 103.99 119.80 -93.46 -93.46 -27.44 -27.44 163.78 189.58 -130.92 -128.83 80.23 106.03 -53.02 -39.07 -19.04 -18.53 -22.95 -22.95 28.64 28.64 84.04 84.04 29.38 30.07 101.41 102.10 53.02 53.71 84.63 85.32 -341.06 -150.59 -304.83 -304.83 264.82 264.82 31.22 31.22 -883.65 -626.51 -32.03

Kräfte [N] Q2 11.41 11.41 8.21 8.21 11.83 11.83 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 461.02 461.02 .00 .00 .00 .00 692.91 692.86 417.99 417.99 693.01 692.75 .00 .00 .00 .00 12.24 12.24 .00 .00 .00 .00 18.01 18.01 9.73 9.73 17.83 17.83 .00 .00 .00 .00 -385.99 245.25 .00 .00 .00 .00 -579.22

Momente [Nmm] M2 -91687.2 -15883.7 -91687.2 27094.36 -55054.7 34949.35 -55054.7 -54589.6 -91841.0 3093.05 -91841.0 -3411.58 T

Q3 242.51 235.02 -493.70 -501.18 -32.39 -39.88 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 25.27 17.94 96.71 22.07 -86.92 -22.20 -25.52 -25.52 152.20 30.36 -121.77 -34.57 74.50 10.91 -49.40 -18.18 10.40 8.09 -28.98 -28.98 21.21 21.21 -64.01 -64.01 -97.62 -100.73 -18.20 -21.32 -76.85 -79.97 -40.27 -43.39 9.33 9.33 43.63 43.63 -36.40 -36.40 12.68 12.68 90.79 90.88 -29.32

.00 .00 .00 .00 -1735.90 -1735.90 .00 .00 .00 .00 -2616.07 -2616.07 -1537.93 -1537.93 -2603.49 -2603.49 .00 .00 .00 .00 -6.26 -6.26 .00 .00 .00 .00 -9.51 -9.51 -11.81 -11.81 -11.16 -11.16 .00 .00 .00 .00 -1731.00 -1731.00 .00 .00 .00 .00 -2596.00

.00 1952.89 .00 5368.38 .00 -4931.57 .00 -2306.54 .00 8250.92 .00 -7066.11 .00 3860.06 .00 -3054.57 685.84 1570.16 6797.98 4024.62 -5511.30 -3481.13 4141.17 -1984.62 15556.44 6065.20 -3199.03 -5090.04 10477.61 2973.36 1925.13 -2078.20 -9195.33 7930.43 -40572.6 39491.28 33888.73 -32907.9 -11330.6 11938.63 -85435.0 82781.17 27094.36

Ing.-Software DLUBAL GmbH

M3 4649.88 2596.00 2931.90 1454.95 4687.48 2557.80

.00 .00 .00 .00 8195.72 -33477.0 .00 .00 .00 .00 12351.25 -50281.5 7261.02 -30522.0 12291.87 -50350.5 .00 .00 .00 .00 -27.18 -1198.18 .00 .00 .00 .00 -40.96 -1764.44 -28.12 -959.38 -41.87 -1748.31 .00 .00 .00 .00 -61065.0 68058.20 .00 .00 .00 .00 -91687.2 www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 99

SCHNITTGRÖSSEN STABBEZOGEN

StabNr. 48

LF/LG- KnotenNr. Nr. LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2

34 33 34 33 34 34 35 34 35 34 35 34 35 34 35 34 35 34 35 34 35 36 35 36 35 36 35 36 35 36 35 36 35 36 35 36 35 38 35 38 35 38 35 38 35 38 35 38 35 38 35 38 35 39 36 39 36 39 36 39 36 39 36 39 36

RSTAB 5.14.582 Räumliche Stabwerke

x [mm] 1835 0 1835 0 1835 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 5.0 0 5.0 0 5.0 0 5.0 0 5 0 5 0 5 0 5 0 5.8 0 5.8 0 5.8 0 5.8 0 5 0 5

N 225.12 -646.50 -389.35 -260.35 -3.20 -45.73 -9.40 .00 .00 .00 .00 .00 .00 -61.75 -12.70 -61.74 -12.70 -61.74 -12.69 -61.74 -12.69 .00 -9.34 .00 .00 .00 .00 .00 .00 .00 -12.61 .00 -12.61 .00 -12.61 .00 -12.61 -13.10 -13.10 -70.25 -70.25 58.33 58.33 -22.70 -22.70 -147.39 -147.39 47.08 47.08 -94.22 -94.22 -5.73 -5.73 37.24 37.17 142.01 142.01 -127.63 -127.63 -37.47 -37.47 223.68 223.58 -178.65 -178.75

Kräfte [N] Q2 367.80 -349.93 221.40 -580.50 367.69 .00 .00 .00 .00 239.09 359.49 .00 .00 .00 .00 358.53 538.88 219.41 327.61 359.95 540.30 .00 .00 .00 .00 461.02 491.98 .00 .00 .00 .00 689.87 736.24 417.99 445.81 691.78 738.15 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00

Momente [Nmm] M2 -2596.00 -26723.6 -1454.95 -54589.6 -1454.95 52788.94 -2557.80 -3411.58 -2557.80 2977.26 .00 4584.60 .00 .00 .00 24587.16 .00 .00 -8377.54 -20416.3 -8377.54 .00 .00 7944.72 .00 .00 .00 51592.55 .00 .44 -12625.3 -16488.5 -12625.3 -.63 -7422.10 32976.92 -7422.10 .14 -12564.6 1999.84 -12564.6 -.35 .00 .00 .00 .00 .00 .00 .00 .00 -8377.54 .00 -8377.54 .00 .00 .00 .00 .00 .00 .00 .00 -.44 -12625.3 .00 -12625.3 .63 -7422.10 .00 -7422.10 -.14 -12564.6 .00 -12564.6 .35 T

Q3 -29.33 58.10 58.12 3.47 3.39 -13.10 -13.10 -70.25 -70.25 58.33 58.33 -22.70 -22.70 -147.39 -147.39 47.10 47.08 -94.21 -94.22 -5.71 -5.73 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .00 .00 .00 .00 .06 -.06 .00 .00 .00 .00 .00 .00 .08 -.08 .08 -.08 .08 -.08 .08 -.08 .06 -.06 .00 .00 .00 .00 .00 .00 .08 -.08 .08 -.08

Ing.-Software DLUBAL GmbH

M3 102208.2 -55054.7 62919.32 -91841.0 102713.4 .00 .00 .00 .00 61866.18 -42885.3 .00 .00 .00 .00 92924.08 -64171.6 56889.88 -38869.5 93248.45 -64344.2 .00 .00 .00 .00 .00 -42885.3 .00 .00 .00 .00 .00 -64171.6 .00 -38869.5 .00 -64344.2

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 100

SCHNITTGRÖSSEN STABBEZOGEN

StabNr.

LF/LG- KnotenNr. Nr.

LG3 LG4

LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

x [mm]

39 36 39 36 38 37 38 37 38 37 38 37 38 37 38 37 38 37 38 37 39 38 39 38 39 38 39 38 39 38 39 38 39 38 39 38

0 5 0 5 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 350 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 93

N 109.58 109.48 -72.36 -72.46 -35.85 -44.50 -49.74 -49.74 51.16 51.16 99.97 99.97 -16.67 -28.35 128.28 116.60 26.87 15.19 91.59 79.91 -33.49 -35.79 -49.74 -49.74 51.16 51.16 99.97 99.97 -13.49 -16.60 131.47 128.36 30.06 26.96 94.78 91.68

Kräfte [N] Q2 .00 .00 .00 .00 .00 .00 .00 .00 12.24 12.24 .00 .00 .00 .00 18.60 18.60 9.87 9.87 18.08 18.08 .00 .00 .00 .00 12.24 12.24 .00 .00 .00 .00 18.60 18.60 9.73 9.73 18.07 18.07

Q3 .08 -.08 .08 -.08 -2.47 -2.47 -22.84 -22.84 18.55 18.55 -13.35 -13.35 -51.92 -51.91 11.16 11.16 -34.82 -34.82 -6.06 -6.06 -15.57 -15.57 -93.09 -93.09 76.88 76.88 -36.05 -36.05 -199.30 -199.31 58.24 58.24 -129.04 -129.04 -11.80 -11.80

Momente [Nmm] M2

.00 .00 .00 .00 25.18 25.18 .00 .00 .00 .00 37.93 37.93 24.89 24.89 38.46 38.46 .00 .00 .00 .00 25.18 25.18 .00 .00 .00 .00 37.93 37.93 24.89 24.89 38.46 38.46

-761.90 -1625.78 -1859.05 -9852.08 1638.99 8132.39 788.54 -3884.15 -2979.20 -21151.0 2217.31 6124.77 -1523.07 -13711.2 828.10 -1293.68 685.84 -761.90 6797.98 -1859.05 -5511.30 1638.99 4141.17 788.54 15556.44 -2979.20 -3199.03 2217.31 10477.61 -1523.07 1925.13 828.10

.00 .00 .00 .00 -1125.94 -5408.49 .00 .00 .00 .00 -1711.96 -8223.15 -887.34 -4342.64 -1660.25 -7989.08 .00 .00 .00 .00 12.00 -1125.94 .00 .00 .00 .00 18.16 -1711.96 17.62 -887.34 19.96 -1660.25

AUFLAGERKRÄFTE UND -MOMENTE

KnotenNr. 4

LF/LGNr. LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3

Auflagerkräfte [N] PY -9.017 .000 -61.424 .000 51.343 231.602 20.219 .000 -83.127 .000 85.087 347.379 -37.341 204.101 39.062 346.684 .000 .000 .000 .000 .000 967.325 .000 .000 .000 .000 .000 1449.469 .000 882.528 .000 1452.301 5.157 .000 36.002 .000 -25.923 1468.577 11.046 .000 70.878 .000 -20.879 2203.259 47.977 1312.452

RSTAB 5.14.582 Räumliche Stabwerke

PZ -354.973 -635.612 542.572 44.583 -1384.227 379.148 -897.491 -97.211 .000 .000 .000 .000 .000 .000 .000 .000 -941.846 -1775.932 1458.056 -41.182 -3980.540 874.503 -2666.596

Auflagermomente [Nmm] MY .000 .000 .000 .000 .000 .001 .000 .000 .000 .001 -.004 -.002 -.003 .000 -.003 .000 .000 .000 .000 .000 .002 .000 .000 .000 .000 .000 .000 .000 -.001 .000 .001 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 -.001 -.004 .000 -.003 .001

Ing.-Software DLUBAL GmbH

MZ .000 .000 -.002 .000 .000 -.006 .000 .005 .000 .000 .002 .000 .000 .004 .002 .002 .000 .000 .000 .000 .000 .000 .000

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 101

AUFLAGERKRÄFTE UND -MOMENTE

KnotenNr. 12 17

ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten ΣKräfte ΣLasten

LF/LGNr. LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4 LF1 LF2 LF3 LF4 LG1 LG2 LG3 LG4

Auflagerkräfte [N] PY 6.069 2200.233 .000 .000 .000 .000 .000 1636.082 .000 .000 .000 .000 .000 2456.901 .000 1476.735 .000 2459.096 -10.352 .000 -38.406 .000 27.901 1377.014 24.522 .000 -47.058 .000 52.389 2065.990 -21.925 1228.243 23.558 2060.877 14.211 .000 63.828 .000 -53.321 393.649 19.214 .000 134.306 .000 -41.596 590.472 86.288 355.804 6.311 590.957 .000 .000 .000 .000 .000 851.474 .000 .000 .000 .000 .000 1275.113 .000 773.287 .000 1278.435 .000 .000 .000 .000 .000 .000 .000 .000 .000 6925.723 .000 6925.723 75.000 .000 75.000 .000 75.000 .000 75.000 .000 75.000 10388.580 75.000 10388.580 75.000 6233.150 75.000 6233.150 75.000 10388.580 75.000 10388.580

RSTAB 5.14.582 Räumliche Stabwerke

PZ -457.789 .000 .000 .000 .000 .000 .000 .000 .000 -949.337 -1706.942 1402.645 69.177 -3768.239 891.513 -2507.708 -388.286 -429.797 -670.417 570.527 -72.578 -1662.885 202.998 -1147.677 -300.229 .000 .000 .000 .000 .000 .000 .000 .000 -2675.954 -2675.954 -4788.902 -4788.903 3973.800 3973.800 .000 .000 -10795.890 -10795.890 2348.162 2348.161 -7219.472 -7219.472 -1243.515 -1243.515

Auflagermomente [Nmm] MY -.003 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .001 .000 .001 .000 .001 .000 .000 .000 .000 -.001 -.013 .001 .000 .000 .000 .000 .002 -.001 -.006 .000 .004 .000 .000 .000 .000 -.002 .000 -.001 .000 .000 .000 -.003 -.003 .000 .000 .000 -.003 .000 .000 .000 .000 .000 -.001 .000 .000 .000 .000 .000 -.001 .000 .000 .000 -.001 .000

Ing.-Software DLUBAL GmbH

MZ .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 -.001 .000 .000 .000 -.001 -.002 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 102

ERGEBNISSE LG 1 - Eigengewicht + Schnee Schnittgrößen N

In Y-Richtung

-3080.000 -3069.940 -2651.430 -2644.900 -2680.080 -2673.540 -2677.340 -2677.340 -3432.860

-2940.210 -788.360 -178.890 -279.960 -177.160 -180.280 -177.850 -14.850-281.540 -15.010 -188.550 353.620 -13.030 -284.400 -284.650 296.260 293.260 267.460 465.460 465.360 -12.610

-28.660 -405.710

-3422.810

-28.660 -405.710

-2489.120

39.610

-3502.700 -2971.980

-28.550 -308.320 -81.260 -230.630

-575.170 -592.840 -236.920 -267.420

-3045.750 -2515.040

-654.450 108.190 108.020 53.110 -147.390 30.070 -13.490 193.910 51.720 189.580 167.060 -12.610 -16.670 -16.600 29.380 163.780 223.680 223.580 -12.700 -664.150 -685.250 289.030 -609.710

-270.410 2995.800 -249.300 289.030

2995.800 -805.230 -1108.850 -62.070 -296.080

-626.510 -61.750 -28.350

-1365.990

-3941.600

-3403.860

-43.390 -43.390 -883.650 -771.750

-356.900 7.8607.860

3861.920 N 370.672 mm Max N: 2995.80, Min N: -3941.60 N LG 1 - Eigengewicht + Schnee Schnittgrößen M-2

In Y-Richtung

-532108.0

-464499.0

-6738.290 -6739.970 -148947.0 -383160.0

29889.700 33117.100 23501.800 26862.100 26378.800 23149.700 56576.800 63032.500 80078.70089894.600 119068.00 143952.00

-71504.70 52587.700 69013.200

125036.00 -10783.00 13740.700 27794.300 24908.800 11015.100 68855.100 21729.700 10323.000 10783.000 171747.00 -2.830 2.830

-25701.40 -47901.70 438799.00

100489.00

-25766.90 5354.970

371501.00

-87132.00 -99621.30 -45421.00 -35949.60 -7174.770 -114718.0 15556.400 6065.200 8250.920 15097.300 15556.400 -2979.200 -0.440 0.440 -37168.50

-34074.60 -118635.0 -66044.50 23750.700

-12861.40 -21151.00 51592.600 82781.200

-34538.30 -30799.60 34538.300

-48776.80 -48776.80

-56002.00 56002.000 -8913.290 8913.290

-85435.00 54155.100 -85435.00 54155.100

517379.000 Nmm 367.848 mm Max M-2: 438799.00, Min M-2: -532108.00 Nmm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 103

ERGEBNISSE LG 2 - Eigengewicht + Wind Schnittgrößen N

In Y-Richtung

-2.330-2.330 -1757.980

-1757.980 772.870 1941.160

-260.520 -251.480 -265.170 -245.700 -245.800 -253.570 -15.220-13.830 -29.770 -30.460 66.400 66.230 34.160 169.320 751.360 -12.700 30.970 -12.610 31.060

195.250

1457.650 482.370 305.440 301.160 901.010 1431.730 351.220

1607.970 1607.970 1572.860 1566.790 1570.540 1564.470 2317.480 2326.710

-141.510 2288.850 463.690 442.580

2298.090

175.600

-61.740 19.290

1378.680 1909.390

772.870 -108.270 -178.650 -178.750 -110.450 -128.830 -130.920 359.800 -88.180 -88.350 131.470 208.150 85.000 119.480 117.010 83.610 102.100 329.570 128.280 128.360 -12.700 101.410 -141.510 -12.610 47.080 350.100 329.000

628.190

116.600 -61.740 191.280

734.490

225.120

371.040

939.780

356.090542.910 12.210 12.210

242.510-32.030 12.260 12.260

2224.140 N 361.642 mm Max N: 2326.71, Min N: -1757.98 N LG 2 - Eigengewicht + Wind Schnittgrößen M-2

In Y-Richtung

-38471.20 -7051.850 -27759.70-95452.70 -22045.50 -73391.90-29782.70 -11875.20 -9018.140 -4194.660 -10711.40 -7737.200 4823.360 4823.480 -111603.0 249075.00 -15313.70 -18357.60 -5227.500 -12607.60 -1981.580 -13431.50 417.690 -7191.520 -1.630 1.630

-243812.0

-51964.40 95153.800

13431.500

344228.00 392331.00

-73307.80 -61222.90 38238.500 -2222.250 15147.000 -14177.30 -3199.030 53882.900 -5090.040 -7066.110 88454.800 45487.400 -540.660 -3199.030 3393.090 7069.430 282051.00 31310.100 2217.310 -0.630 0.630 -4278.060 9623.580 5357.980

-23345.20 61489.600 107663.00 26277.900

-26723.60 -16488.50 6124.770 5544.650

-48471.10 48471.100

-1979.550 -1979.550

-21126.70 -42296.30 21126.700 42296.300

-15883.70 -15883.70 27094.400 27094.400

376758.000 Nmm 363.303 mm Max M-2: 392331.00, Min M-2: -243812.00 Nmm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 104

ERGEBNISSE LG 3 - Eigengewicht + Schnee + 0,6 x Wind Schnittgrößen N

In Y-Richtung

-1539.180 -1536.010 -1567.820 -1564.650 -1510.050 -1505.180 -1541.950 -1541.950 -1862.910

-28.660-28.660 61.300

-1858.040

61.300 -40.300 -48.180 162.300 109.580 -1967.670 -1436.960

-1618.530 -128.000 -369.760 -135.580 -130.890 -129.390 -131.580 6.300 6.130 -188.950 -89.170 202.860 -12.790 145.500 146.880 -12.610 -192.040 -192.050 121.070 265.550 265.450

-2181.020 -1650.300

-1411.030

183.980

-307.150 -373.600 -122.690 -153.190 -376.400 54.790 54.620 30.060 -94.220 65.810 64.420 53.710 121.500 94.650 106.030 53.020 -12.690 26.870 26.960 -12.610 80.230 109.580 109.480 -386.100 -407.200 172.560 -390.470

-87.960 1796.480 -66.850 172.560

1796.480

-386.630 -629.850 -61.830 -203.730

-389.350 -61.740 15.190

-886.990

-2619.920

-2325.770

-28.210 -28.210 -646.500 -493.690

-174.450 9.0809.080

2564.770 N 370.356 mm Max N: 1796.48, Min N: -2619.92 N LG 3 - Eigengewicht + Schnee + 0,6 x Wind Schnittgrößen M-2

In Y-Richtung

-3516.460 -3517.260

-299113.0 -76515.00 -222598.0

-266366.0

22171.300 23705.000 17209.400 18806.700 20188.600 18654.000 39038.400 42107.100 56247.80060913.800 67497.100 79344.800

80829.600

-63444.00 -64311.30 -33711.50 -24483.30 -6009.260

-40771.50 45350.000 41344.400

-4262.010 9073.540 13658.400 19538.000 95630.800 6458.050 43595.000 5479.780 12056.500 4262.010 -1.600 1.600

-20081.60 5354.970

371501.00

-17474.10 -56805.00 10932.200 -31238.80

-7975.550 -934.730265432.00 53325.500

-71122.70 10477.600 2973.360 3860.060 6811.390 -1523.070 10477.600 -0.140 0.140 -24282.30 -7738.870 -13711.20 32976.900 52788.900

-11640.90 -10325.70 11640.900

-36512.00 -36512.00

-31080.50 31080.500 -993.760 993.760

-54589.60 34949.400 -54589.60 34949.400

359213.000 Nmm 365.806 mm Max M-2: 371501.00, Min M-2: -299113.00 Nmm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 105

ERGEBNISSE LG 4 - Eigengewicht + Wind + 0,5 x Schnee Schnittgrößen N

In Y-Richtung

-15.490-15.490

-379.220 -78.790 -53.780 -100.880 -109.800 -64.660 -114.830 -55.170 -56.570 -56.670 -65.350 43.120 42.960 -46.120 64.890329.620 -12.700 -12.610 -49.310 -49.220 76.060

410.370 410.370 386.510 383.940 371.030 368.460 572.640 572.640

602.020

39.540570.250 237.640

-379.220 383.140 277.070 -173.500 357.220 297.490 245.060 268.990

926.540 930.450

735.800

739.710

-23.460 258.390 237.290

-17.360 -72.360 -72.460 -31.870 -39.070 -9.220 -53.020 84.900 -34.360 -34.530 94.780 -5.730 36.890 79.190 20.400 100.810 77.800 91.590 91.680 -12.690 -12.610 85.320 84.630 -23.460 75.200 54.100 -26.090

-61.740

-60.990 158.680

-61.740 79.910 -3.200

312.750

-98.460

-399.360

-531.600

150.800 10.980 10.980

-2.920-2.920 -260.350-32.400

890.558 N 362.100 mm Max N: 930.45, Min N: -531.60 N LG 4 - Eigengewicht + Wind + 0,5 x Schnee Schnittgrößen M-2

In Y-Richtung

-29447.70

-20106.60 2798.790 4008.460 252.660 1378.980 2638.410 2647.470 5736.150 4526.130 1727.690 1727.350 5310.770 1631.640 2672.360 -34838.90 -4563.340 -6730.530 -904.210 -3490.100 1983.280 6730.530 7204.480 4186.290 -2462.850 -0.420 0.420

66491.600

-46858.40

-25669.20 26889.600 27732.900 73747.900 16679.800 53402.100

33583.700 -278.580 100075.00

375810.00

-30138.70 -4834.970 -21962.30 -13131.50 -3702.270 -4618.120 -6406.990 -2078.200 -3054.570 1788.870 1925.130 1925.130 828.100 -0.350 0.350 -10204.80 -3001.830 5355.470

-10439.80 26629.100 45868.000

1999.840 2977.260 -1293.680 608.940

9901.260

-25908.60 25908.600

-15117.90 -15117.90

-12629.40 -13840.40 12629.400 13840.400

-3411.580 3093.050 -3411.580 3093.050

358295.000 Nmm 360.687 mm Max M-2: 375810.00, Min M-2: -46858.40 Nmm

RSTAB 5.14.582 Räumliche Stabwerke

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 106

ERGEBNISSE LF 2 - Schnee sk=1,40 kN/m2 Verschiebungen

In Y-Richtung

1.294

Max u: 1.29 mm Faktor für Verschiebungen: 60

363.987 mm

LF 3 - Wind in +Y q=0,71 kN/m2 Verschiebungen

In Y-Richtung

21.803

Max u: 21.80 mm Faktor für Verschiebungen: 9

RSTAB 5.14.582 Räumliche Stabwerke

359.241 mm

Ing.-Software DLUBAL GmbH

www.dlubal.de

Ingenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, 27711 Osterholz-Scharmbeck Tel: 04791/965246-0 - Fax: 04791/965246-2

Projekt: 1010-11 KROFTMAN

Position: 5

KROFTMAN H509

Vorderwand H509 in Achse A

Seite: 107

STAHL1 - SPANNUNGSANALYSE BASISANGABEN

ZU BEMESSENDE STÄBE Alle ZU BEMESSENDE LASTFÄLLE LG1 - Eigengewicht + Schnee LG2 - Eigengewicht + Wind LG3 - Eigengewicht + Schnee + 0,6 x Wind LG4 - Eigengewicht + Wind + 0,5 x Schnee

GRENZSPANNUNGEN

Mat.Nr.

MaterialBezeichnung

MaterialNorm, Kriterium

1 S 355 J2 G3

QRO 50x2 (EN 10219-2)

3.0

56.0 50.0

3.0

50.0

2.0 50.0

DIN 18800 t (E509, Zone F, cpe = -1,14):

w = -0,81 kN/m2

Schraubenabstand in Längsrichtung: 0,25 m => 4 Schrauben je Meter Schraubenabstand in Querrichtung: 0,23 m => 4,3 Schrauben je Meter => je m2 sind 4,3 x 4 = 17 Schrauben vorhanden 0,81 kN / 1,40 kN = 0,58 < 17 => Anzahl Schrauben ist ausreichend

Projekt Nr.: 1010-11

Seite: 114

POS. 7 Fundament und Befestigung mit Bolzenankern M12-85/180 (9,5 kN)

Streifenfundament b = 30, h = 40

Ingenieurbüro Frank Blasek • Beratender Ingenieur • Am Kohlhof 10 • D-27711 Osterholz-Scharmbeck

=> Die Gründung muss frostsicher auf gewachsenem Boden erfolgen!!!

Größte abhebende Kraft auf Fundament: FZ = +2,0 kN

E509, Knoten 5, LG2 (vgl. S. 36) => =>

9,5 kN > 2,0 kN => Bolzenanker M12 ist ausreichend bemessen

abhebende Linienlast: 2,0 kN / 1,508 m Fundamentgewicht: 0,3m x 0,4m x 25 kN/m

f´Z = 1,3 kN/m

g´ = 3,0 kN/m

3,0 > 1,3 => Sicherheit gegen Abheben ausreichend b)

Größte Druckkraft auf Fundament: E509, Knoten 27, LG1 (vgl. S. 36) =>

FZ = -8,3 kN

Linienlast für Bodenpressung: -8,3 kN / 1,508 m

f´Z = -5,5 kN/m

Bodenpressung: 5,5 kN/m / 0,3 m + 3,0 kN/m2

σB = 21,3 kN/m2

21,3 kN/m2 < 150 kN/m2 => Sicherheit Bodenpressung ausreichend

Projekt Nr.: 1010-11

Seite: 115

5. Zusammenfassung der Berechnungsergebnisse •

Die vorstehende statische Berechnung hat ergeben, dass die Hallentypenreihe

Ingenieurbüro Frank Blasek • Beratender Ingenieur • Am Kohlhof 10 • D-27711 Osterholz-Scharmbeck

E509 ausreichend bemessen ist, um: - in den Gebieten der Windzone 3 (qref = 0,71 kN/m2) sowie - in den Gebieten der Schneezone 3 (h < 325 m ü.NN, sk = 1,40 kN/m2) errichtet werden zu können. •

Die Spannungsausnutzung der Hallentragrahmen beträgt 98%.

Aufgestellt, Seiten 1 bis 115 27711 Osterholz-Scharmbeck, 23. Februar 2011

Frank Blasek

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