The beam cross section shown below has been proposed for a short pedestrian bridge. The cross section willconsist of two pipes that are welded to a rectangular web plate. Dimensions of the cross section are:h= 430 mmtw= 12 mmd= 110 mmt= 9.6 mmAdditionallv:• The area of each pipe is A = 3028 mm2.• The moment of inertia of the entire beam cross section about the z centroidal axis is I>= 320410000 mm4.If the beam will be subiected to a shear force of V = 110 kN, determine the shear stress at point K, located at yK= 70 mm below the z centroidal axis. The beam cross section shown below has been proposed for a short pedestrian bridge. The cross section willconsist of two pipes that are welded to a rectangular web plate. Dimensions of the cross section are:h = 430 mmtw = 12 mmd = 110 mmt = 9.6 mmAdditionally:• The area of each pipe is A = 3028 mm².• The moment of inertia of the entire beam cross section about the z centroidal axis is lz = 320410000 mm 4.If the beam will be subjected to a shear force of V = 110 kN, determine the shear stress at point K, located at yk= 70 mm below the z centroidal axis.dHKAnswer:TK =MPaZУнУкHKtwh

observe the diagram shown below carefully width of the web from end of pipe joint to point k =…

Answered: The beam cross section shown below has…

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter12: Electric Current And Related Variables In Engineering

Section12.2: Electrical Circuits And Components

Problem 6BYG

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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= 12 mm d= 110 mm t= 9.6 mm Additionallv: • The area of each pipe is A = 3028 mm2. • The moment of inertia of the entire beam cross section about the z centroidal axis is I>= 320410000 mm4. If the beam will be subiected to a shear force of V = 110 kN, determine the shear stress at point K, located at yK = 70 mm below the z centroidal axis.

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