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I have an plot with area 35*47 = 182.77 sq yards. Out of this iam planning to construct house with 1350 sqfeet each floor .iwanted to build a G+2 house.Need cost estimation for each item
Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No. Loading Axial force Moment Shear 1 DL+LL 1950 600 20 2 Seismic load 250 4800 700
Explain what is 1/8 on the architect ruler denotes?
How can you produce desired alloys and discuss their applications in daily life.
roll of DLC in road constructions
1m square 20mm plastering how much of water need curing work
What is meaning of tlc
If specific gravity of cement is less than 3.15 what is the cause?
What is capicity of cap lock scffolding stander(vertical member) and ledger of different size?
what are the types of design? which type of method is used at what type of design & why?
how to calculate the rebar depth if forgot the foundation reinforcement (main steel)? is that any calculation or formula we have data sheet of supplier what depth what is the pull out capacity is mensioned in data sheet. if any IS code than its help full to me.
I want to know the relevant IS codes of practice which deals with different testings of cement-sand mortar (nominal mix)that is being normally used for brick work or plaster work in the construction work.
what is the use of water bar in water tank and is this an extra item in estimate?
how do i remedy a foundatiom that the column bases was cast and aftet 28days crushing the conprehensive strength of the concrete fall below the specification 25N/mm2