5. Figure 2 shows a simply supported beam AD with secondary beams held at point B and C. The size of beam is 533 x 210 x 138 UB in grade S275. The primary beam AD is restrained against lateral buckling at points A, B, C and D only. The connection between parts at A, B, C and D are considered pinned. Check the adequacy of the proposed section against lateral torsional buckling. Gk = 50 kN Qk = 100 kN Gk = 50 kN Qk = 100 kN Gk = 10 kN/m A, C. 3m 4m 3m Figure 2

5. Figure 2 shows a simply supported beam AD with secondary beams held at point B and C. The size of beam is 533 x 210 x 138 UB in grade S275. The primary beam AD is restrained against lateral buckling at points A, B, C and D only. The connection between parts at A, B, C and D are considered pinned. Check the adequacy of the proposed section against lateral torsional buckling. Gk = 50 kN Qk = 100 kN Gk = 50 kN Qk = 100 kN Gk = 10 kN/m A, C. 3m 4m 3m Figure 2

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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