If at site iam supposed to get M30.But by mistake i got M20 mix. How could I differentiate the mix before placing?6 8300
quantity of sand and cement for 10m2 plastering 10mm thick for the ratio of 1:4,1:3and its leabour data1986
can you mail me detailed procedure,entire syllabus and practice papers of mpsc civil engineering branch.I am in third year now936
what is concrete9 6561
How should we design a brick column and footing?(note: no reiforcement to be provided) Can you tell me any reference book where i could possibly find this design? Plz help urgently1231
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 urgent1063
why we used shahabad stone (ladi) in box type water proofing.what is the main roll of shahabad stone?2 17215
why we used bricks in brickbat coba? main roll of bricks ? how it function?3 10326
how to calculate MR 9(derivation)
how to design an isolated footing having load and moment acting on the column also draw pressure diagram at the base42 23023
Explain the water bound macadam roag
density of crush sand & crush stone or grit powder
Draw the cross section of a boundary wall and label its part with detailing?
Engineering method, why need is column kiker??? what is necessity??
how we calculate the vol.of wet concrete..?
does a b.tech civil engineer fresher supposed to know how to design rcc structure?
why steel tanks are provided (a) for water pressure (b) for wind pressure (c) for earthquake pressure
in one SQM plaster how much Cement and sand consumed in ratio 1:4
for 32 dia (EQR HYSD steel) bar how much deduction for 45 and 90 degree band
Design a cantilever type retaining wall to retain sand for 4m above the ground. The sand fall slopes at the rate of 1 vertical to 2 horizontal. The weight of sand is 18000 N/m3, the angle of repose being 30. The safe bearing capacity of the soil is 200 kn/m2 at 1/25m below the ground level. Use m 15 concrete mix.
What is geopolymer based concrete?
What is the unit standard weight,thicknessof C.I>Pipe of various Dia upto200 MM(as per IS1538)
Can compresive strength test for concrete at 1 day age possible to carry out? If yes, which IS code describes the procedure for such testing?
IS code for Rolling Margin of steel
what is E