The roof tem of an o ffice building comriste of 5omm-thick reinforeed emcrete vlab rarting on four steel beame (A-10,Vo mm) which are supported by two steel girdere (A 28.000 mm"). It subjected oa live lad of skN/m2: The girder, in turn, are supported by fpur olumns. Determine the leade acting on 6IRDEN BH amd column H. concrete slab (t = A50 mm ) B. STEEL CIR DER 3m (A 28,000 mm?) STEEL BEAM CA: 10, 100 mm) 4m Gm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Y. The roof tem of an o ffice building comriste of 5omm -thick
reinforeed uncrete vlab rasting on four uteel beams (A-10,Voo mm?)
which are supported by twO steel girdere CA=28,000 mm*).
It s subjected o a live lwad of skN/m²: The girders, in turn,
are supported by four olumns. Determine the loadr acting on
6IRDEN BH amd column H.
concrete slab (t=R50 mm
B.
)
STEEL CIR DER
3m
(A- 28,000 mm²)
STEEL BEANM
(A: 10, v0omm)
4m
Transcribed Image Text:Y. The roof tem of an o ffice building comriste of 5omm -thick reinforeed uncrete vlab rasting on four uteel beams (A-10,Voo mm?) which are supported by twO steel girdere CA=28,000 mm*). It s subjected o a live lwad of skN/m²: The girders, in turn, are supported by four olumns. Determine the loadr acting on 6IRDEN BH amd column H. concrete slab (t=R50 mm B. ) STEEL CIR DER 3m (A- 28,000 mm²) STEEL BEANM (A: 10, v0omm) 4m
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