How to calculate stabilizer for a machine
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RCC colums of 15"X9" each, roof height 20.5'ft, total pillars 36 nons. Span between pillar to pillar is 16/20/20 length wise and 16/14 width wise. Total Slab area 8000 sft and plinth area is 1900 sft. beams are 12"X9". kindly calculate load factor per sqft.
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1meter=?
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