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re welded to a rectangular web plate. Dimensions of the cross section are: = 430 mm = 16 mm = 110 mm = 6.4mm dditionally: The area of each pipe is A = 2083 mm². The moment of inertia of the entire beam cross section about the z centroidal axis is lz=241870000 mm². the beam will be subjected to a shear force of V=235 kN, determine the shear stress at point K, located at yk = 70 mm below the z entroidal axis. H HV nswer: MPa Yu FK

re welded to a rectangular web plate. Dimensions of the cross section are: = 430 mm = 16 mm = 110 mm = 6.4mm dditionally: The area of each pipe is A = 2083 mm². The moment of inertia of the entire beam cross section about the z centroidal axis is lz=241870000 mm². the beam will be subjected to a shear force of V=235 kN, determine the shear stress at point K, located at yk = 70 mm below the z entroidal axis. H HV nswer: MPa Yu FK

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 beam cross section shown below has been proposed for a short pedestrian bridge. The cross section will consist of two pipes that are welded to a rectangular web plate. Dimensions of the cross section are: h = 430 mm tw = 16 mm d = 110 mm t= 6.4 mm Additionally: • The area of each pipe is A = 2083 mm². • The moment of inertia of the entire beam cross section about the z centroidal axis is lz=241870000 mm4. If the beam will be subjected to a shear force of V=235 kN, determine the shear stress at point K, located at yk = 70 mm below the z centroidal axis. H H K Answer: TK = z MPa Уи Yk
Transcribed Image Text:The beam cross section shown below has been proposed for a short pedestrian bridge. The cross section will consist of two pipes that are welded to a rectangular web plate. Dimensions of the cross section are: h = 430 mm tw = 16 mm d = 110 mm t= 6.4 mm Additionally: • The area of each pipe is A = 2083 mm². • The moment of inertia of the entire beam cross section about the z centroidal axis is lz=241870000 mm4. If the beam will be subjected to a shear force of V=235 kN, determine the shear stress at point K, located at yk = 70 mm below the z centroidal axis. H H K Answer: TK = z MPa Уи Yk
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