Answer Posted / divusp
2.61 and bulk dry density 1500 kg to 1600 kg /cum
| Is This Answer Correct ? | 3 Yes | 0 No |
Post New Answer View All Answers
hii.plz send me hpcl placement papers for officers trainees for graduate engg plz my email id is ajm_knit@yahoo.com
reinforcement slab, beam and column formulas?
construction workers how much time take one work or qty
a) Difference between Ghol , Chimney & fly ash bricks b)Floor to floor height is 3m , rise=15cm , tread 20 cm , how to design staircase means steps landing
How to find coloumn vertical cut length floor to floor & lap + bend or anything plz clearfiy
WAP to print 1) 1 1 1 1 1 1 1 1 1 1 2) 1 2 3 4 5 6 7 8 9 10
what is meant by shear center?????
What are the disadvantages while using stone dust as filler in pavements?
to minimize budget cost of building , what can i do
04. a. Slenderness ratio…………… 1 b. If the height of a stage is 15-0 & dia. of the prop is 5, the slenderness ratio is….… 1 c. If the height of a stage is 10-0 & dia of prop is 3, the number of bracing will be…… 1
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.
how to calculate Rate of analysis for 100 m3 Any ratio of concrete ? including labour
How to arrive dry volume of concrete (1.52 to 1.57) ?
Define What happens to Load at yielding ?
how many kg of 20mm, 10mm, dust available in one ton stone boulder