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calculate the quantity of cement ,sand,bars and aggregate used for 28*4 ft with 4 inch (125mm) thick
1762Q 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
2003As column is compression member then why we use steel to make it reinforced as it is already capable of taking compressive load?
2 3461What 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 3447Post New Civil Engineering Questions
How to testing voids of filled aggregate in bitumen mix design
one steel fixers how much ton steel fabrication he will do same how much tone he will binding?
For the symmetrical continuous beam shown in figure, Prestressed with a force P = 1500 KN along parabolic curve as shown, compute the extreme fiber stresses over the central support for the uniformly distributed load of 24 kn/m. Use load balancing method.
what is the quantity of block work required to construct a compound wall of 6" thick,and 212 lenght
Anyone have sample questions for bhel interview.please send me as Iam appearing for the interview on 19th sep2008. Kindly send this to my e-mail: arun_prasath_n@yahoo.co.in
Explain how you can use different dimension tools in CAD? What are the different dimensions available?
what is derating factor in cable? what does it mean if derating factor is high/low in terms of thermal resistivity of soil?
what are the strength theories for yeilding and fracture materials. state the theory more suited for 1. mild steel or 2. concrete
can any one give me sample question paper of BHEL at mdansari86@gmail.com as i m appearing for the same exam.
What is need for setting limits?
how to workable concrete cube test M-25 design mix
How to identify the vitrified tile and ceramic tile by observation only after executing the job.
in staad pro. modelling for a parallel scissors chord truss, when i assigned roller support i.e fixwd but with all Fx, FZ, Mx, My and Mz release except Fy... the analysis results " in stability at a joint, with direction Mx or My..what could be the reason...anyone please explaing
What is unit weight of roadway layer.. 1.bitumen 2.sand 3.soil 4.concrete 5. aggregate give me some reference for this answers
How to arrive the co- efficient of all civil activities? For ex:- painting-enamel in wooden doors. co efficient is 1.8. How this is calculated
