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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You need to convey some very complex, detailed information to the project stakeholders. The best method of communicating this kind of information is? A. Verbal B. Vertical C. Horizontal D. Written
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