Shall we make without shaft commercial building?
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One House is being constructed by an Civil Engg. all pillars are as per structure, but north side there should be 4 pillars among two at back side were 6" inside from the border and remaining two comes front were placed 1'6" inside. is it ok as per vaastu, else if i alter the alignment what would be the best idea, kindly help me.
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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