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
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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■ 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
5 m
¹0
Transcribed Image Text:■ 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 5 m ¹0
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