Answer Posted / chenny
why we want to go for uneconomical beam section by providing this much of big span and uneconomical quantity of concrete required for a small 15000L water tank.
by this we can save much higher floor area.
we need to use only 6.25m2
simply we can provide an economical dimension
2.5x2.5x2.5m
length of tank=2.5m
breadth=2.5m
height of tank=2.4+(0.1m as dry board)
| Is This Answer Correct ? | 0 Yes | 1 No |
Post New Answer View All Answers
What are the responsibilities of a site manager?
What is binding spacing of the rebars at lapping zones.
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.
How is improve my knowledge in construction industries....
what's the formula for calculate pcc for matt(45mm aggregate)?
What is the difference between 53 grade and 43 grade cement
How do we determine the specific gravity of a cement?
What are the different approaches in designing the floors of the service reservoirs?
What is the veriplus for ellips card length formula (major axis 3.4m,minar axis 2.6m spacing 0.2m
What things you need to take care of before building a kitchen island?
how do you calaculate the total steel quantity of an rcc building using thumb rule?
how to stop beam concrete between column
Define angular dimension?
at which depth the construction of tunnel is economical from cost and engineering aspect.
How to calculate paint drums per meter square