Problem 4: A T section of a beam is fabricated from 2 - 12 mm x 150 mm steelplates and joined by welding as shown in Figure ST-904. It carries a live loadof 6.5 kN/m extending half of its span. Neglect the weight of the beam.T12 x 150 mm4 m6.5 kN/m4 mCompute the maximum compressive stress. ( bending stress incompression)Compute the maximum tensile stress. ( bending stress intension)Compute the maximum shear stress.Compute the shear stress between the junction of web and flange.Compute the maximum deflection. El is constant.

Data provided : Simply supported beam with partial UDL T-Section To find : 1) Maximum…

Answered: AT section of a beam is fabricated from…

AT section of a beam is fabricated from 2 - 12 mm x pined by welding as shown in Figure ST-904. It carrie extending half of its span. Neglect the weight of the b

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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Question

Problem 4: A T section of a beam is fabricated from 2 - 12 mm x 150 mm steel
plates and joined by welding as shown in Figure ST-904. It carries a live load
of 6.5 kN/m extending half of its span. Neglect the weight of the beam.
T
12 x 150 mm
4 m
6.5 kN/m
4 m
Compute the maximum compressive stress. ( bending stress in
compression)
Compute the maximum tensile stress. ( bending stress in
tension)
Compute the maximum shear stress.
Compute the shear stress between the junction of web and flange.
Compute the maximum deflection. El is constant.

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