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.
give me details about EPBX system
how much steel bar required for 1 sqm area
how do we calculate lux for museum building? what is the procedure?
whta is meant by lintel?
how much steel is required for 40*35 ft roof slab41/2" thick.what is the spacing from bar to bar.
what is the difference between load bearing structure and framme structure?
I am Planning to Contruct a floor appartment on my own thro a Contractor . How to estimate the Constrction Cost , to negociate with the Contractor.
Noisy laptop My Toshiba Laptop, Model: Satellite L355-S7905 is making from time to time ugly noise like sparks, not to mention the sound of the fan. What shall I do?
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.
What's the best strategy to retroactively remodel to be greener?
i need the type of art?
what caused you to decide become an architect?what skills do you bring to this job?