For the simply supported beam, given: ■ DL = IL = 8 kN/m (self-weight of the beam is included in the DL); ■ The load is applied to the top flange; ■ At the two supports, both flanges are restrained against lateral movement and are free to rotate on plan. Apart from supports, the flanges are laterally unrestrained. Assuming that loads are applied from the top of the section. Check if the section 457 × 152 × 60 UKB (S275) can be adopted. ■ W

For the simply supported beam, given: ■ DL = IL = 8 kN/m (self-weight of the beam is included in the DL); ■ The load is applied to the top flange; ■ At the two supports, both flanges are restrained against lateral movement and are free to rotate on plan. Apart from supports, the flanges are laterally unrestrained. Assuming that loads are applied from the top of the section. Check if the section 457 × 152 × 60 UKB (S275) can be adopted. ■ W

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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