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.
Answers were Sorted based on User's Feedback
calculating load factor
incase of astructure some live load and dead load is
calculating
As per IS code - take live load-4.0 kn/Sqm
terrace finish- 1.5 kn/sqm
floor finish - 1.0kn/sqm
water proofing- 2.0 kn/sqm
----------------------------
total load-8.5 kn/sqm
i conver all ft ad inch to mt and mm
dead load of column or its own weight-
.38x.228x25x12=25.992kn/m 25kn/m recc wight
beam weight- .304x.304x25x15.732x3=109.041
- .304x.304x25x29.5x4=272.62
slab weght- 222.22x.100x25= 555
------------------------------------------------------
total weight= 962.653kn/sqm
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 ? | 32 Yes | 4 No |
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