STRUCTURAL THEORYShow complete solution for better understandingSituation 1: From the truss shown, each member has a cross-sectional area ofA = 400 mm 2, E = 200 GPa. Use the method of Virtual WorkFb.-37.5C.-30d. 30-2m-1. Determine the stress on member AEa. 37.5Ec. 2d.3nB45 KN2 m2. How many zero-force member are there?a. 0b. 13. Determine the vertical deflection of joint Ea. 1.42b. 3.38c. 2.95d. 1.241.5 m

Area of each member, A = 400mm2Young's modulus, E = 200GPaThe truss is loaded with a downwards point…

Situation 1: From the truss shown, each member has a cross-sectional area of A = 400 mm 2, E = 200 GPa. Use the method of Virtual Work d. 30 -2 m c. 2 E 1. Determine the stress on member AE a. 37.5 b.-37.5 C.-30 d.3 B 45 KN -2m- 2. How many zero-force member are there? a. 0 b. 1 3. Determine the vertical deflection of joint E a. 1.42 b. 3.38 c. 2.95 d. 1.24 1.5 m

Situation 1: From the truss shown, each member has a cross-sectional area of A = 400 mm 2, E = 200 GPa. Use the method of Virtual Work d. 30 -2 m c. 2 E 1. Determine the stress on member AE a. 37.5 b.-37.5 C.-30 d.3 B 45 KN -2m- 2. How many zero-force member are there? a. 0 b. 1 3. Determine the vertical deflection of joint E a. 1.42 b. 3.38 c. 2.95 d. 1.24 1.5 m

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

STRUCTURAL THEORY
Show complete solution for better understanding
Situation 1: From the truss shown, each member has a cross-sectional area of
A = 400 mm 2, E = 200 GPa. Use the method of Virtual Work
F
b.-37.5
C.-30
d. 30
-2m-
1. Determine the stress on member AE
a. 37.5
E
c. 2
d.3
n
B
45 KN
2 m
2. How many zero-force member are there?
a. 0
b. 1
3. Determine the vertical deflection of joint E
a. 1.42
b. 3.38
c. 2.95
d. 1.24
1.5 m

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