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what is the length of a steel bar when it buy for the site????
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Answer Posted / musa
Assume 3×4 m room then it is 2 wall should by plastering by 1 mason and 1 helper
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can you mail me detailed procedure,entire syllabus and practice papers of mpsc civil engineering branch.I am in third year now
according to the painting co efficient, we should take the one side of doors (or) windows or both sides?
What is a kip?
What is capicity of cap lock scffolding stander(vertical member) and ledger of different size?
In a concrete grade C35A, C & A stands for what and equalent cube strength?
Explain the difference between shear and tensile strength.
I would like to get the formula How can i calculate the productivity of a mason in terms of brick laying and plaster. i have 6000 Sqmt of interlock laying work i want to calculate - how many masons required to do the job - in how many days can it be done - what will be the production rate in 8 hours shift/ per mason if i can get some excell sheet , it will really help me in my calculations
step by step procedure to find out the percentage of steel in coloum,beam,slab,footing in detailed
As per Kandal suggestions, we have implemented rolling starts on 140 (+/- 5) degrees and we kept 3 rollars to complete the rolling before falling 125 degrees and the Aggregate AIV is below 22. But When the DBM bed is being rolled 3rd high viabration, (Before 1 plain & low ,2 high Viabrations), the aggregate is getting sharp edge agg. projections are damaged. As the literature is said that, the VG-30 Grade having better control the temp. susceptibility than Penetration grade. if so we could not get this problem at site. But we are facing on site. let me know.
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?
beam length 73 feet 4 inch,width 01 feet,height 50 inch so every beam load how much? and what quantity of M.S ROD? both side ony two column in middle no column.pls inform me that this is stable or not ? and how much risk of this beam?
if i used salt as a add mixture in concrete, then what will happen and what are the naturally available add mixtures.
what is raft foundation
rimmer in pile foundation
what will be price of 1:2:4pcc per kg?
