Seatwork 2-M Determine the reactions and the member forces for the truss shown below using the Consistent Deformation Method. (E = constant; 1.5A = for top & bottom chord; A = for web members) F G H 20ft A D 30 k B 30 k C 45 k 4 @15ft = 60ft E

Seatwork 2-M Determine the reactions and the member forces for the truss shown below using the Consistent Deformation Method. (E = constant; 1.5A = for top & bottom chord; A = for web members) F G H 20ft A D 30 k B 30 k C 45 k 4 @15ft = 60ft E

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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Question

Seatwork 2-M
Determine the reactions and the member forces for the truss shown below using the
Consistent Deformation Method. (E = constant ; 1.5A = for top & bottom chord; A =
for web members)
G
H
20ft
B
30 k
с
45 k
4 @15ft = 60ft
D
30 k
E

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