How we decide the the load combinations for design of RCC
structures?
Answer Posted / shailendra singh sikarwar
its mainly depends on the site. dl+ll is commonly for all
the site. if the site is situsted in earth quake zone then
the earth quake load is to be taken, if the site is in the
high altitude then we have to be taken wind load. Load also
depend on the soil bearing capacity. Partial safty factor
is to be taken.
Is This Answer Correct ? | 6 Yes | 3 No |
Post New Answer View All Answers
How to calculate laplength for 3 floors
How do we calculate the power of centrifugal pump?
For elevated service Reservoirs what will be the output of each skilled carpenter and bar bender.
Draw the cross section of a boundary wall and label its part with detailing?
On what basis we decide the formation level of the road? other then that of 50% Cutting and 50% Filling??
What is command line?
Describe a time when you anticipated potential problems and developed Preventive measures
explain the advantages of total stasion
what is the amount of absorption of slurry in shuttering ply board. what is the amount of slurry leakage allowed for 1 m3 of concrete.
In few lines, please be elaborative on extras and talents that make you a potential candidate for the post:
what is right & short method of measurement of slab&beam
How much quantity of cement and sand required for the inlining of 610mm dia MS pipe 8.7mm thk.Inlining thickness is 10mm and CM ratio is 1:1.5.
What are the points to be considered for calculating cement reconciliation. a)Do we need to deduct the wt of cement bags b)Do we need to adjust the qty due to wt loss during transportation, loading unloading etc or else each bag can be considered as 50 kg bag c)What is the proportion of mix cover block making.
20 mpa what is the quantity of cement sand and aggregate in one cubic meter of pcc non rainforcement concreate kindly answer including formaula thanks
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???????