Interested to Buy Any Domain ? << Click Here >> for more details...
Answer Posted / masroor
Unit weight with out steel =2400kg
Unit weight with steel=2500kg
| Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
any book or article on pumped concrete.
What is change order request?
what is stressing
what is SDLC ?and write a 'c'program for to swapping the three numbers?
What is the likely strength of a 1:2:4 concrete mix?
How do You Maintain a structure after getting cube test of low strength.
How to calculate ventonite bag in pile ( pile depth 25 m dia 1m)
what would be the design load of R.C.C Cooling tower per cell.?
what could be the production cost of 1 cum of concrete by CP30 plant
how many kg of 20mm, 10mm, dust available in one ton stone boulder
in plate load test what is the thickness of plate 20mm 5mm 50mm none
What is the maximum crushing load in Kg & crushing strength in N/mm2 for M25 & M 15 Grade concrete
what is your role of in previous company as a construction manager
I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.
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.
