The truss shown is applied with service dead and service live loads as shown. Design with steel section for members AB and BD shown. Assume A e Ag W 10 X not sufficient then use W 12 X sections. If W 10 X Fy = 50 ksi A B 20¹ >< 201 PD = look 175k PL= = к 20

The truss shown is applied with service dead and service live loads as shown. Design with steel section for members AB and BD shown. Assume A e Ag W 10 X not sufficient then use W 12 X sections. If W 10 X Fy = 50 ksi A B 20¹ >< 201 PD = look 175k PL= = к 20

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

The truss shown is applied with service dead and service live loads as shown. Design with
steel section for members AB and BD shown. Assume A e = Ag
W 10 X
not sufficient then use W 12 X
sections.
If W 10 X
Fy = 50 ksi
A
B
D
20¹ >< 201
PD = look
PL = 175k
X
20

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