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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

Steel Design (Activate Learning with these NEW titles from Engineering!)
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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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
Transcribed Image Text: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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