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The simply supported beam in Figure below supports uniformly distributed characteristic dead and imposed loads of 7 kN/m and 5 kN/m respectively, as well as a characteristic imposed point load of 30 kN at mid span. Assuming the beam is fully laterally restrained and there is nominal torsional restrain at supports. Check the suitability of 406 × 178 x 85 kg/m UB section in S275 steel to satisfy bending, shear and deflection considerations. RA 30 kN imposed load QK = 5 KN/m Gk = 7 KN/m C 10 metres Ra

The simply supported beam in Figure below supports uniformly distributed characteristic dead and imposed loads of 7 kN/m and 5 kN/m respectively, as well as a characteristic imposed point load of 30 kN at mid span. Assuming the beam is fully laterally restrained and there is nominal torsional restrain at supports. Check the suitability of 406 × 178 x 85 kg/m UB section in S275 steel to satisfy bending, shear and deflection considerations. RA 30 kN imposed load QK = 5 KN/m Gk = 7 KN/m C 10 metres Ra

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 simply supported beam in Figure below supports uniformly distributed characteristic dead and imposed loads of 7 kN/m and 5 kN/m respectively, as well as a characteristic imposed point load of 30 kN at mid span. Assuming the beam is fully laterally restrained and there is nominal torsional restrain at supports. Check the suitability of 406 × 178 x 85 kg/m UB section in S275 steel to satisfy bending, shear and deflection considerations. RA 30 kN imposed load QK = 5 KN/m Gk = 7 KN/m C 10 metres Ra
Transcribed Image Text:The simply supported beam in Figure below supports uniformly distributed characteristic dead and imposed loads of 7 kN/m and 5 kN/m respectively, as well as a characteristic imposed point load of 30 kN at mid span. Assuming the beam is fully laterally restrained and there is nominal torsional restrain at supports. Check the suitability of 406 × 178 x 85 kg/m UB section in S275 steel to satisfy bending, shear and deflection considerations. RA 30 kN imposed load QK = 5 KN/m Gk = 7 KN/m C 10 metres Ra
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