In interview,if they ask what are your achievements in your career?how to answer this question?
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where i can get material costs on weekly basis
Explain moment of inertia and its importance.
brickwork labour rate per cum ?
What is the quantity of cement in mix m20 concrete?
what is the procedure of wet seiving. n percentage of silt in different type of soil?
hoe much fine & sourse agregate required for concrete mix of 1: 1.5:3 by volume in Cu.Ft
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
in a corner footing of a building, column lies in one corner. in this condition i want to know if the reactive pressure of soil will be uniformly distributed throughout the footing or will be uniformly varying as in the case of eccentrical loading.
In Residential home construct footing,beam, column,lintel,rcc roofs which dia rod used how to self assumed
Why the statue of liberty is made of copper?
how to calculate labour strength for work for RCC,brickwork,blockwork,in &out plaster,flooring,dado,door frame & shutter,painting etc for constructing highrise building?
If density of cement is 1500 Kg/m3, the how is specific gravity 3.15 ? (Density of water is 1000 Kg/m3)
Design a cantilever slab to carry a live load of 2000 N/m2. The overhang of the slab is 1.20m. b) A slab over a room is 4.75m x 4.75m. The edges of the slab are simply supported and the corners are not held down. The live load an the slab is 300 Kg/m2. The slab has a bearing of 15cm. On the supporting walls. Design the slab as per Rankine - Grashoff theory. Assume weight of R.C.C. = 2400 Kg/m2.
What is the diff b/w ROAD TUNNEL & RAILWAY TUNNEL ??
what is tension & compression of steel bending.
