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For the truss shown, determine the maximum tensile axial force in member BE and the maximum compressive axial force in member BF due to a concentrated live load of 120 kN, a uniformly distributed live load of 40 kN/m, and a uniformly distributed dead load of 20 kN/m. (positive for tension and negative for compression) Input the sum of maximum tensile axial force in member BE and the maximum compressive axial force in member BF in the space provided. E F G 3 m × B C 3 panels at 4 m = 12 m D

For the truss shown, determine the maximum tensile axial force in member BE and the maximum compressive axial force in member BF due to a concentrated live load of 120 kN, a uniformly distributed live load of 40 kN/m, and a uniformly distributed dead load of 20 kN/m. (positive for tension and negative for compression) Input the sum of maximum tensile axial force in member BE and the maximum compressive axial force in member BF in the space provided. E F G 3 m × B C 3 panels at 4 m = 12 m D

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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For the truss shown, determine the maximum tensile axial force in member BE and the maximum compressive axial force in member BF due to a concentrated live load of 120 kN, a uniformly distributed live load of 40 kN/m, and a uniformly distributed dead load of 20 kN/m. (positive for tension and negative for compression) Input the sum of maximum tensile axial force in member BE and the maximum compressive axial force in member BF in the space provided. E F G 3 m × B C 3 panels at 4 m = 12 m D
Transcribed Image Text:For the truss shown, determine the maximum tensile axial force in member BE and the maximum compressive axial force in member BF due to a concentrated live load of 120 kN, a uniformly distributed live load of 40 kN/m, and a uniformly distributed dead load of 20 kN/m. (positive for tension and negative for compression) Input the sum of maximum tensile axial force in member BE and the maximum compressive axial force in member BF in the space provided. E F G 3 m × B C 3 panels at 4 m = 12 m D
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