Define Finite element method (FEM)6 14824
the min diameter of steel used in footing are2 5079
why don't we need shear reinforcement in slabs?1 1562
how much quantity of cement(bags)concrete(20mm)and sand(sqft)is used in 1:3:6 PCC6 11666
how much overlap i must to provide in column 16mm dia bar and if i want to save steel by doing welding then how much over lap must be?3 24038
What is Bearing Capacity of Soil? How will you calculate for a particular type of Soil?6 13683
What is Well Point System in Dewatering3 4271
What are the advantages of Prestressed Concrete4 7277
What is Time at Large?1 2991
tmt steel2 3522
What is the difference between Normal Concrete and High density concrete?2 5865
Currently my house construction is going on but we just realized that the portico earth beam couldn't connect with the original earth because the beam rod not extended so Please advice
how to do cementicious paint for rcc walls of cw pump house
i want to ecil (Electronics Corporation of India Limited Hyderabad) previous civil engineering question papers immediately please.............
WET BULB TEMPERATURE AND DRY BULB TEMPERATURE?
I want to know the material required per Square foot in rcc roof i.e.Steel ,Cement,
How to measure the requirement of cement n sand for 12mm and 20mm plastering thanks in advance
Design a cantilever slab to carry a live load of 2000 N/m2. The overhang of the slab is 1.20m. b) A slab over a room is 4.75m x 4.75m. The edges of the slab are simply supported and the corners are not held down. The live load an the slab is 300 Kg/m2. The slab has a bearing of 15cm. On the supporting walls. Design the slab as per Rankine - Grashoff theory. Assume weight of R.C.C. = 2400 Kg/m2.
where tie beam is used? what is the pupose? what dimension of tie beam can provided and number and diameter of steel bars to be used between the columns of 1333mm and 1400.
In foundation design, while we do the base pressure check, we normally check if the attained pressure value is less than the GROSS BEARING CAPACITY of the soil which is the sum of net bearing capacity of soil and the overburden pressure. Actually, the overburden pressure acts against the net bearing capacity of the soil and I feel that we are actually increasing the bearing capacity value and doing the check. I feel that this is NOT right. Please clarify on this.
column at edge of a framed structure is uniaxial or biaxial. and is an interior column is biaxial
what is difference between GTS bench mark and temporary bench mark
Can compresive strength test for concrete at 1 day age possible to carry out? If yes, which IS code describes the procedure for such testing?
Method of findingthe dry ingredient quantity of 1 m3 concrete. what is the difference between static and dynamic induced emf? Testing charges bill given for Rs. 32,000/- but not added service tax in this bill. So, How much TDS will be deduct
How do you calculate load bearing capacity of a waffle slab?
Define unit atmospheric pressure? Difference between gauge pressure, absolute pressure?