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 is the tensile strength of 10swg and 8swg gabion wire?
1:4:8 pcc calculation 591 cu.ft
rate analysis hiring of generator 62.5 KVA
What is the biggest dam in america?
column at edge of a framed structure is uniaxial or biaxial. and is an interior column is biaxial
how to calculate quantity of cement,sand & aggregate for u.c.r / r.r masonry in cm 1:6
What are some structures that may be subjected to fatigue?
what is the difference between np2 and np3 concrete mix
SAND AND STONE AGGREGATES WASTAGE PERCENTAGE IN CONCRETING WORK?
how much need cement bags for block work of wall approx 1000 hollow blocks 20x20x40cm
Hollow block masonry in cement mortar 1:4, 40×20×20cms in superstructure take 10sqm.I want calculation of brick sand
Explain what is Hybrid Foundation?
for 32 dia (EQR HYSD steel) bar how much deduction for 45 and 90 degree band
explain the advantages of total stasion
What the advantages and disadvantage of using 90mm and 100mm bricks for a wall of a house? Thanks for any input.
