Design any one tension member from the truss shown below. Dead load D = 35 k and live load L= 40 k. Assume U = 1.0. Design using either LRFD or ASD. L M N H D B D O E D 6 at 30 ft = 180 ft P K 15 ft 15 ft

Design any one tension member from the truss shown below. Dead load D = 35 k and live load L= 40 k. Assume U = 1.0. Design using either LRFD or ASD. L M N H D B D O E D 6 at 30 ft = 180 ft P K 15 ft 15 ft

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 10.7.3P

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Question

Design any one tension member from the truss shown below. Dead load D = 35 k and live load L =
40 k.
Assume U = 1.0.
Design using either LRFD or ASD.
M
A
H
D
B
N
D
E
D
D
6 at 30 ft = 180 ft
K
F G
D
15 ft
15 ft

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