calculate the quantity of cement ,sand,bars and aggregate used for 28*4 ft with 4 inch (125mm) thick
573Q 1) 1 Mason and 2 LABOUR / _________CUM brick work Q 2) 1 Mason and 1 LABOUR / _________SQ FT Plaster work Q 3) 1 Carpenter & 2 Labour/_________SQ FT shuttering work Q 4) 100 SQ FT roof slab concreting ____________mason and labour required
650As column is compression member then why we use steel to make it reinforced as it is already capable of taking compressive load?
2 1221What is the difference between Fe500 and Fe500D rebars in their appearance and also is there any change in their Yield Strength of these rebars?
1 1006Post New Civil Engineering Questions
Give me an example of a time when something you tried to accomplish and failed.
How much cement,sand,bricks and water needed for 1square metre brick work?
What is the outturn of Ceiling plastering
a sewer which receives the discharge of no. of house sewer is called house sewer lateral sewer intrcepting sewer sub-main sewer
material required for construction of 1cu.mtr wall (Cement, No of bricks (Brick size 40cm x 20cm x 10cm),sand,Quantity of water
what is the water cement ratio for plastering
What is the density of Fiber reinforced concrete and give me the which fibers we can use in Concrete?
if dia of slab beam bar is38mm what its clear cover any method of provide clear cover
it is possiblee to produce concrete with out cracks...
please briefly explain calculating or estimating steel quantity for a RCC column?
How many solid blocks can build one mason per 8 hours?
what is the venturi effect in buildings? what is green house concept?different types of dams? which dam is economical arch dam or gravity dam. what are the conditions favourible to both of them?
What happens when,in Prestressed girder the HDPE duct and cone size is provided more than required? (technical answer expected)
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
how to diffenentiate the fixed beam and simply supported beam in the execution while reading the drawing and how the reinforcement detail will be differ for the above.
