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.
Answer Posted / kusum
25 sqft
| Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
what are the thump rules of taking BOQ of building construction?nallaPERUMAL 9003858728.
How to calculate stabilizer for a machine
list the structural elements and their functions of frame structure.
how much steel is required for 40*35 ft roof slab41/2" thick.what is the spacing from bar to bar.
how to know low voltage and high voltage ranges for electrical machinery ?
Is this house typical of the houses of this community? What makes it typical or atypical?
How CPU handle an interrupt operations?
what is the rate of 4000sqft rate, with material tile plumbing all work with plinth? Pl. Send ans. Yourlifeme@indiatimes.com
what is the difference between R/3 Number range and CRM range?
I have 14 diffrent shape gogles.how can I use this in architructure design??
How i can calculate material for 1000 sq foot plot.
what is the use of studing architecture
. A BSC can contain ___________ number of BCF packs.
What details do you notice about the way this building is constructed? How does it differ from your own home?
why you want to become artictecture