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The steel truss shown in the Figure is loaded with three concentrated loads applied at B, D, and F. Use Fy = 248 MPa and E= 200 GPa. a.Determine the reaction at G. A. 14 kN C. 26 kN B. 27 kN D. 21 kN b.What is the axial stress in the member DI? А. 8.41 MPа В. 9.42 MPа С. 7.82 MPа D. 4.52 MPа C. what is the direction of the axial load DI? d. Determine the allowable load of member DI? Given the following properties of DI: Area = 1858 mm2 14 kN 14 kN 14 kN DV 3 m H. 6 @ 2m = 12 m

The steel truss shown in the Figure is loaded with three concentrated loads applied at B, D, and F. Use Fy = 248 MPa and E= 200 GPa. a.Determine the reaction at G. A. 14 kN C. 26 kN B. 27 kN D. 21 kN b.What is the axial stress in the member DI? А. 8.41 MPа В. 9.42 MPа С. 7.82 MPа D. 4.52 MPа C. what is the direction of the axial load DI? d. Determine the allowable load of member DI? Given the following properties of DI: Area = 1858 mm2 14 kN 14 kN 14 kN DV 3 m H. 6 @ 2m = 12 m

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 steel truss shown in the Figure is loaded with three concentrated loads applied at B, D, and F. Use Fy = 248 MPa and E= 200 GPa. a.Determine the reaction at G. A. 14 kN C. 26 kN B. 27 kN D. 21 kN b.What is the axial stress in the member DI? А. 8.41 MPа В. 9.42 MPа С. 7.82 MPа D. 4.52 MPa C. what is the direction of the axial load DI? d. Determine the allowable load of member DI? Given the following properties of DI: Area = 1858 mm2 14 kN 14 kN 14 kN DV 3 m H. 6 @ 2m = 12 m
Transcribed Image Text:The steel truss shown in the Figure is loaded with three concentrated loads applied at B, D, and F. Use Fy = 248 MPa and E= 200 GPa. a.Determine the reaction at G. A. 14 kN C. 26 kN B. 27 kN D. 21 kN b.What is the axial stress in the member DI? А. 8.41 MPа В. 9.42 MPа С. 7.82 MPа D. 4.52 MPa C. what is the direction of the axial load DI? d. Determine the allowable load of member DI? Given the following properties of DI: Area = 1858 mm2 14 kN 14 kN 14 kN DV 3 m H. 6 @ 2m = 12 m
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