Interested to Buy Any Domain ? << Click Here >> for more details...
Answer Posted / balachandar
it varies from 2.6 to 2.8 it depends on the type of the soil
| Is This Answer Correct ? | 11 Yes | 2 No |
Post New Answer View All Answers
what is the use of beam end forces while using a staad ? wha they are show
what is w/c ratio in dry lean concrete for m10 mix design
Explain how you can turn off the display for dimension in CAD?
16 questions out of 55 were from the book GUPTA N GUPTA OBJECTIVE of civil engineering. Total ques were 4 ques from hydraullics, 7 from BMC, 4 FROM SOM, 4 from soil mechanics, 6 from transportation, 5 from engineering drawing.
What is the cost of formwork for columns/beams/rcc walls also what is the cost of shuttering for roof slab at height of 25 feet
door and window wood work calculations and different methods
I want to know about rolling margin of steel :- For eg. If 2nos. bundle of 8mm dia steel with17 rods each of length 12m comes to store. During testing of 1m rod of each bundle it was found that 1rod has weight .405kg/m while other has .385kg/m. Now what will happen in case of steel payment and measurement payment ? Regards,
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 plan a project
is there any thumb rule for calculating construction cost of the building with pile foundation per sft. area?
what r the precaution for high in atp tempareture,low in atp tempareture
How much quantity of rod binding work by a rod binder per day
pls tell me about method of cutting length of ties column
What is the standard rate of installing ties for column(60cmx60cm) and beams(50x850)(weight)
if we know load bearing capacity of the soil and building load falling in each footing, then how to choose the type of foundation??? and if it is shallow foundation then which type of shallow foundation should be choosen i.e either strip or isolated or raft or combined or cantilever footing???????
