a) A simply supported beam carrying plaster is to span 5m and support uniformly distributed characteristic dead and imposed loads of 250kN/m and 150kN/m respectively. The beam sits on 200mm long bearings at supports, and both flanges of the steel section are laterally and torsionally restrained (see fig.1). An 838 x 292 x 176 UB section in grade S355 has been selected for the design. Analyze the beam and draw its shear force and bending moment diagrams. i. Shear 200kn/m dead load 150kn/m live load ii. Bending 5m b) Calculate the design shear force and design bending moment c) Check if the selected is adequate for: 77
a) A simply supported beam carrying plaster is to span 5m and support uniformly distributed characteristic dead and imposed loads of 250kN/m and 150kN/m respectively. The beam sits on 200mm long bearings at supports, and both flanges of the steel section are laterally and torsionally restrained (see fig.1). An 838 x 292 x 176 UB section in grade S355 has been selected for the design. Analyze the beam and draw its shear force and bending moment diagrams. i. Shear 200kn/m dead load 150kn/m live load ii. Bending 5m b) Calculate the design shear force and design bending moment c) Check if the selected is adequate for: 77
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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