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Stringer How many cm goes to landind
length where bent up is made in slab of bridge from one end
The building has 12 columns of 12x9 in 3 rows of 4 each in a plot of 50'x30', The central row is strengthened with 16mm twisted rods. The roof area is 1500 sft including balconies. calculate the load factor per sft. Also indicate the number of roofs the building can withstand.
Wats the formula of eccentric footing and how was calculated from concrete qty
How will drive weight formula for circular cylinder steel bar in kg/ m please step by step drive?
it is possiblee to produce concrete with out cracks...
How Can I know the wastages(%) of each work added in estimating the quantity of construction materials?(Eg. Ceiling Work, Brick Work,etc....)
how much is the maximum compressive strength of soil cement and soil-cement-microsilica .
if in column reinforcement lower dia connect to higher dia then from wher we want to start higher dia steel
why we provide bent up reinforcement bars at l/4 ? if it is because of diagonal shear , how does it acts ?
How can I make justification between using concrete grade c35 compare c37?
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.
WHAT IS YOUR CURRENT SALARY
Steel requirement in kg of 6" thk slab Total qty 32.64 m3 Beam / column qty 35.39 m3
I want to join bhel because