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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
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