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  1. Compute the maximum compressive stress. ( bending stress in compression ) 2. Compute the maximum tensile stress. ( bending

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 

1. Compute the maximum compressive stress. ( bending stress in
compression )
2. Compute the maximum tensile stress. ( bending stress in
tension )
3. Compute the maximum shear stress.

4. Compute the shear stress between the junction of web and flange.

5. Compute the maximum deflection. EI is constant.

T
>12 x 150 mm
4 m
6.5 kN/m
4 m
Transcribed Image Text:T >12 x 150 mm 4 m 6.5 kN/m 4 m
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