Question 1The simply supported beam shown in figure 1 is fully restrained along its length. It is 6.5m longwith stiff bearing lengths of 50mm at the supports and 75mm under the point load. AUniversal Beam in grade S275 has to be selected for the design. The unfactored loads are givenbelow:Uniformly distributed loadPoint load (kN)(kN/m)Dead load1540 Live load3050PAll dimensions in mm7550506500Figure 1a) Select a UB section to be usedAN, (7)Check if the selected UB section is adequate in:b) Shear and bendingAP (5)c) Deflection (if the beam carries a brittle finish)AN(8)d) Web bearing and buckling at the supportsAP(5)

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Question 1 The simply supported beam shown in figure 1 is fully restrained along its length. It is 6.5m long with stiff bearing lengths of 5Omm at the supports and 75mm under the point load. A Universal Beam in grade S275 has to be selected for the design. The unfactored loads are giver below: Point load (kN) Uniformly distributed load (kN/m) Dead load 15 40

Question 1 The simply supported beam shown in figure 1 is fully restrained along its length. It is 6.5m long with stiff bearing lengths of 5Omm at the supports and 75mm under the point load. A Universal Beam in grade S275 has to be selected for the design. The unfactored loads are giver below: Point load (kN) Uniformly distributed load (kN/m) Dead load 15 40

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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