in cement morter the void between sand and cement is less
and take 25% total wet volume of water.take 10 cu m wet
volume of morter increse 25% than total volume of dry
material 12.5 cu m . if we find the material in 1:6 morter
cement=1.78 cu m sand=1.78*6=10.71cu m
Please Help Members By Posting Answers For Below Questions
what is grade intersection?
suppose that 156000 sq.ft rcc work builtup are.how many % of brick work to rcc work.
how to manage interview fear? and speak in english?
how to calculate cost of raw materials of a building for
1000 sqft & also consolidated cost of labour in a 1000 sqft
all technical question
if we use 1.25 bag of cement 3 pharma metal and 2 pharma
crush sand what is the strenghtexpected for RCC column
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
I HAVE APPLIED FOR 20TH UES ARMY. I WANTED TO KNOW WHEN WILL
I RECEIVE CALL LETTER FOR THE SAME.
WHAT IS THE CALCULATION FOR FINDING CEMENT AND SAND FOR 10' * 12' AREA RATIO 1:6 THICKNESS 12 MM
What is Purpose Of Stirrups give In Beam ?
by which materials we can prepare circular shuttering with
tentative cost of material(rate analysis)
What are the govt approvals required for starting of power project. means from initial site grading and excavation work.exm. blasting in hard rock, deep excavation, cut off trees from site.
what is mean by reestimation?
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 should be the Min.Penetration in a hard rock for all pile