Q1. The steel beams for part of the floor of a library with book storage are shown in the figure below. The floor is a reinforced concrete slab supported on universal beams. The design loading has been estimated as: Dead load including slab, self-weight of steel, finishes, ceiling, partitions, services and fire protection = 8 KN/m?, Imposed load from BS 6399 = 6 KN/m2 Determine the section required for the simply supported beam 2A and check for web bearing and buckling at support if the beam sit on a 50 mm bearing length. Use Grade 275 steel. B IA IB 2A 2B ЗА 3B 3 5 m 5 m Part floor plan and load distribution N Al AT 3m 3 m
Q1. The steel beams for part of the floor of a library with book storage are shown in the figure below. The floor is a reinforced concrete slab supported on universal beams. The design loading has been estimated as: Dead load including slab, self-weight of steel, finishes, ceiling, partitions, services and fire protection = 8 KN/m?, Imposed load from BS 6399 = 6 KN/m2 Determine the section required for the simply supported beam 2A and check for web bearing and buckling at support if the beam sit on a 50 mm bearing length. Use Grade 275 steel. B IA IB 2A 2B ЗА 3B 3 5 m 5 m Part floor plan and load distribution N Al AT 3m 3 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q1. The steel beams for part of the floor of a library with book storage are shown
in the figure below. The floor is a reinforced concrete slab supported on universal
beams. The design loading has been estimated as:
Dead load including slab, self-weight of steel, finishes, ceiling, partitions, services
and fire protection 8 KN/m2, Imposed load from BS 6399 = 6 KN/m2
Determine the section required for the simply supported beam 2A and check for
web bearing and buckling at support if the beam sit on a 50 mm bearing length.
Use Grade 275 steel.
B
IA
IB
2 A
2B
3 A
ЗВ
3
5 m
5 m
Part floor plan and load distribution
Al
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