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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
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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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 50mm 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 given below: Uniformly distributed load Point load (kN) (kN/m) Dead load 15 40
Transcribed Image Text: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 50mm 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 given below: Uniformly distributed load Point load (kN) (kN/m) Dead load 15 40
Live load 30 50 P All dimensions in mm 75 50 50 6500 Figure 1 a) Select a UB section to be used AN, (7) Check if the selected UB section is adequate in: b) Shear and bending AP (5) c) Deflection (if the beam carries a brittle finish) AN(8) d) Web bearing and buckling at the supports AP(5)
Transcribed Image Text:Live load 30 50 P All dimensions in mm 75 50 50 6500 Figure 1 a) Select a UB section to be used AN, (7) Check if the selected UB section is adequate in: b) Shear and bending AP (5) c) Deflection (if the beam carries a brittle finish) AN(8) d) Web bearing and buckling at the supports AP(5)
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