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PROB. 1. For the truss shown in Fig. 1, Calculate the stresses in members CE, DE and DF. The cross-sectional area of each member is 1500 mm ² A 2.0 MA B 1.5M 4⁰ KN Fig. 1, 2.0 m E ISM D 2.0 m 50 KN F

PROB. 1. For the truss shown in Fig. 1, Calculate the stresses in members CE, DE and DF. The cross-sectional area of each member is 1500 mm ² A 2.0 MA B 1.5M 4⁰ KN Fig. 1, 2.0 m E ISM D 2.0 m 50 KN F

Structural Analysis
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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PROB. 1. For the truss shown in Fig. 1, Calculate the stresses in members CE, DE and DF. The cross-sectional area of each member is 1500 mm² 2.0 M B с 1.5M 4⁰ KN Fig. 1, 2.0 m E IS M D 2.0 m 50 KN F
Transcribed Image Text:PROB. 1. For the truss shown in Fig. 1, Calculate the stresses in members CE, DE and DF. The cross-sectional area of each member is 1500 mm² 2.0 M B с 1.5M 4⁰ KN Fig. 1, 2.0 m E IS M D 2.0 m 50 KN F
PROB 2 For the truss shown in Fig. 2 Determine the stress in member CE, CD and BD. The cross-sectional area of F each member is 850 mm². 2 m B 2 m 20 KN D 2 m 15 KN F 2 m f 25 KN 1.5m
Transcribed Image Text:PROB 2 For the truss shown in Fig. 2 Determine the stress in member CE, CD and BD. The cross-sectional area of F each member is 850 mm². 2 m B 2 m 20 KN D 2 m 15 KN F 2 m f 25 KN 1.5m
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