Answer Posted / peer mohd
coloumn top and below floor level
| Is This Answer Correct ? | 12 Yes | 3 No |
Post New Answer View All Answers
What are moment of inertia and its importance in civil engineering?
How reactor of SBR installed , is it be over ground, fully under ground or semi sunk ?
I have to design brick column and footing (note: without any reinforcement). Can somebody post me the design or suggest a book where i could possibly find the design? Plz help very urgent
In the present situation of ban on mining sand from rivers,can we go for formation of earth dam filters viz;Horizantal sand blanket,inclined chimney and filters under rivetment with crushed rock sand of 6mm down size.If so what are the specifications and is there any codal provision for its authentication?
Difference between pre-tensioning and post-tensioning.
all technical question
how many time use of plywood shuttering and IS code
How much quantity of cement and sand required for the inlining of 610mm dia MS pipe 8.7mm thk.Inlining thickness is 10mm and CM ratio is 1:1.5.
how to calculate valuation for the old building?
which is the cheapest type of flooring (say for using for 6 months in a factory building & dismantling it)?
In how many types u can do POP on ceiling and walls(on which material or by using which material)? b) what is the difference between dry , oil bound, enamel, acrlyic type of painting? 2nd :- I have certain queries, please help to solve. a) length of pile bore is 4m.excavation quantity will be area * length where area will be pi/4 * dia*dia. Is this right? b) It is a single reamed pile of 300m dia and reamed dia is 750mm. can any body help me to calculate excavated quantity of this bulb(reamed section),, concrete quantity in bulb with showing the formulas to be used?
how do we calculate quantity of cement sand and aggregates in 1m3 of m20 m25 grade concrete?
what is the amount of absorption of slurry in shuttering ply board. what is the amount of slurry leakage allowed for 1 m3 of concrete.
what is the code provision for acceptance of fineness modulus range for fine aggregates in design mix
how to compute slab reinforcements on step by step procedures??