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The bars in the Palladian truss below have the following cross-sectional area, 150mm2 for compression members and 200mm² for tension members. Solve for the following: 6 kN 30 1. Stress (in MPa) of member AH. 5 kN 15 C E 2. Stress (in MPa) of member BH. 5 m B 4 kN F 3. Stress (in MPa) of member EH. H. 5 m 5 m AB = BC = CD = DE = EF = FG

The bars in the Palladian truss below have the following cross-sectional area, 150mm2 for compression members and 200mm² for tension members. Solve for the following: 6 kN 30 1. Stress (in MPa) of member AH. 5 kN 15 C E 2. Stress (in MPa) of member BH. 5 m B 4 kN F 3. Stress (in MPa) of member EH. H. 5 m 5 m AB = BC = CD = DE = EF = FG

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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The bars in the Palladian truss below have the following cross-sectional area, 150mm2 for compression members and 200mm2 for tension members. Solve for the following: 6 kN 30° 1. Stress (in MPa) of member AH. 5 kN 15 E 2. Stress (in MPa) of member BH. 5 m B 4 kN 3. Stress (in MPa) of member EH. 5 m 5 m AB = BC = CD = DE = EF = FG
Transcribed Image Text:The bars in the Palladian truss below have the following cross-sectional area, 150mm2 for compression members and 200mm2 for tension members. Solve for the following: 6 kN 30° 1. Stress (in MPa) of member AH. 5 kN 15 E 2. Stress (in MPa) of member BH. 5 m B 4 kN 3. Stress (in MPa) of member EH. 5 m 5 m AB = BC = CD = DE = EF = FG
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