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Kindly tell me how much extra steel bars are provided in a RCC roof and distance of bends in different sizes of roofs. Please also tell me that bars provided in chajja are taken seperate or main bars or short bars are extended in chajja. please send me the answer@ suhail_akhter@hotmail.com
2 8562Can any colleague send me the steel frame pictures of roofs, beams, columns, footings, roof bends, door bends etc. I shall be very gratefull.Suhail_akhter@hotmail.com
2156is their any instrument which can detect steel after casting of slab,etc. for verification of steel in slab,etc.
1 4545Post New Civil Engineering Questions
How many square meter can mason layout chb per hour
how to calculate the density for high density concrete ? or is it same as the density of RC?
Used Cement & Sand in 1 Square Meter or 1 Square Feet For Brick Work 0.115mm ? (1:4) (1:6)
what will be price of 1:2:4pcc per kg?
How to calculate carrying capacity of the existing water supply trunkmain
Analyze the rate for 1st class brick work in superstructure with 1:6 cement sand mortar. Consider 1000 cu.ft quantity and work out the rate per cu.ft
In jack arch floor, the rise is kept?
Define What is the meaning of a blue land surveyors flag?
what is the difference b/w full length and cutting length?
what is castigliano theaorem
CAN V USE CRUSH SAND FOR CLAY BRICK MASONARY
What are the ingredients of pre-stressed concrete?
why top layer of block work shoud be full size if any cut block adjustable than another layer?
A 16 pile group, consisting of diameter concrete piles, were cast in situ in a clayey soil whose unconfined compressive strength is 1100 psf. Each pile is 60 ft long and the pile spacing is 2.5 times the pile diameter.The water table is at the ground surface and saturated unit weight of the clay is 118 lb/cu.ft. using a factor of safety 3 and a reduction factor =0.45, compute the allowable capacity of the piles acting as individuals
while doing the structural works of a simple ground+1 villa, can the columns be continued immediately after neck columns without tie beam, while the tie beam to be done after columns concreting.
