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I want to construct 1850 square ft of rcc apartment , with stilth parking , the site requires 18 ft of pile foundation , the apartment will be above ground parking , can some one guide me about the cost of construction of such structure in Pune ?
1 3481Lime used for white washing is- (1) quick lime (2) Hydrated lime (3) caustic lime (4) lime milk
2 4359The Geological formation under subanshiri dam is- (1) sedimentary rock (2)metamorphic rock (3) igneous rock (4)none of the above
1 2942For 100 cu.m of solid block masonry in CM 1:6, 8" thick. Calculate no of blocks required...? Actually I got it as 1250 no's.. But in my material it is 1100 no's.. U guys plszz check & tell me the answer......
1 3431How to fix steel in rectangular footins? I.e first along the length or first along the width??
1 3389During estimation of walls of superstructure...which unit we'll use with quantity.cube or square
ABC,
5 5753Post New Civil Engineering Questions
Define angular dimension?
How to determine thee cut length for steel reinforcement bars in R.C.C design
How to calculate volume of concrete & steel on tank foundation & ring wall ?
how to calculate testing date
what is right & short method of measurement of slab&beam
What is the tensile strength of marble?
use ofr concrete as per grade ?
Exterior Joints,define
sir, whitch is the best book (writer name) for prepration of gate....
Basic civil interview questionsÂ
What are the causes of building collapse?
is there any codal provision for soil cousion over the Hume pipe of Dia 1.2 m.
What do we mean by partial moment release ??
what is mail role & relationship between senior Civil engineer to consultants , Construction manager ,project manager, project engineer ,Technical engineer & qa/qc engineer ? what is the responsibilites of Senior Civil Engineer?
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.
