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.
1 4709how to measure 4mm,6mm,12mm,18mm plywood into a cubic meter and how many layers in a cubic meter
3267Post New ITI Architecture Design AllOther Interview Questions
If i change any file through application after entering data , how to check which file is updated through applications . For call stack we takes esc 3 then we chose 11..But What is answer of below qtn..?
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WE HAVE THE DC RECTIFIER 1500A, INPUT VOLTAGE IS 3 PHASE. HOW TO CALICULATE THE LOAD? 3 PHASE SIDE EITHER dC SIDE. PLEASE SUGGEST ME