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RCC colums of 15"X9" each, roof height 10.5'ft, total
pillars 12 nons. Span between pillar to pillar is 14/20/20
length wise and 17/14 width wise. Total Slab area 2400 sft
and plinth area is 1900 sft. beams are 12"X12". kindly
calculate load factor per sqft.
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Answer Posted / pv.giri
total dead load+ live load=962.653+8.5 = 971.153kn/sqm
so per sqm load factor = 971.153 kn /sqm
you can easily convert it per sqft
| Is This Answer Correct ? | 7 Yes | 5 No |
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