Interested to Buy Any Domain ? << Click Here >> for more details...
In 120 m high RCC Chimney shell construction how we can
calculate the inner and outer dia of shell at every +1 m
level as this shell is inclined from bottom to top.
- 4 Answers
- 15246 Views
- I also Faced
- E-Mail Answers
Answer Posted / sachin
BY CALCULATING THE SLOPE OF SHELL PER METER AND REDUCING
FROM OUTER AND INER DIA AT EVERY LEVEL WE CAN CALCULATE THE
ACTUAL DIA AT THAT STAGE.
| Is This Answer Correct ? | 14 Yes | 2 No |
Post New Answer View All Answers
how to calculate number of bitumen for road asphalt
What is unit weight of normal concrete?
How to Calculate Materials Required for PCC 1:4:8 for 1Cum & Brickwork 1:4 for 1Cum & Plastering 1:4 (15mm Thick) for 100Sqm & RCC 1:4:8 & 2mt ( L1=1mt & L2=1mt ) length of 12mm Steel bended in 90degrees what is the formula to calculate Weight & Actual Length ?
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???????
If we are providing concrete joint in every 10m with water stopper in water tank wall then is it necessary to cut the steel at joint section?
I have to conduct load test on greting cover, pressure gauge is in kg cm2, how to caluculate load on this greting cover.
if 20mm aggregate is coming by weight 25 ton in a 10 wheeler hywa ,then what will be total volume of aggregate in cubic feet.
Draw the cross section of a boundary wall and label its part with detailing?
Floor to floor high of domestic building is 3m design a quarter turn staircase starting assume taken give a suitable diagram of it?
what is the coefficient for running feet to cft coversion both area and price
Gave a cantilever beam with 3 legs.Told to draw the bending moment diagrams, axial force diagrams and shear force diagrams.From BMD he asked to show how the reinforcement will be provided on the tension side.
What is thumb rule in quantity and cost estimation of a residential building?
what happening if we casting HV shunt reactor foundation pad at 50cm height different time (One day difference)
while doing the structural works of a simple ground+1 villa, can the columns be continued immediately after neck columns without tie beam, while the tie beam to be done after columns concreting.
where will be the reinforcement of slab placed when there is an inverted beam and the bottom of the beam and slab are at same level ?
