what is shear key and steel schedule?2 19672
how to calculate amount of materials for concreting and plastering?3 23718
What are the various load combination in Limit state method?2 8585
Why the name is "partial safety factor" why not "safety factor"?985
Suppose a column is of 1mx1m dimension adn load is of barely 1 ton(no moment), will u provide the total minimum steel reinforcement, if not what will u do..?1 4413
to achieve the strength upto m-65 concrete what we should add a)more cement b)silica fume c)marecement with fly ash d)flyash3 4875
what is the breaking strength of wall tiles1183
what is the best method for analysing frames of multistoreyed structures2 5321
Rate analysis for construction of a solid block masonary of size 400x200x200 in C.M.1:5 in superstructure .Compressive strength 5.00 N/Sq.mm Confirming to IS: 12894:1990, with necessary scaffolding, raking of joints and pointing the same. I require rate per Cum.
3. A vane 12.5 cm long, 8.8 cm dia was pressed into a soft clay at the bottom of borehole. Torque was applied and the value at failure was 55 N-m. find the shear strength of the clay on a horizontal plane.
what is the cost differene of a same structure when it is constructed with brick masonary, and when it is constructed with concrete as a frame structure.????????
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.
what are RIB slabs explain about it
Can rice husk ash be used instead of coal fly ash for manufacture of clc/ foam concrete
how clculate excavated or backfilling quantity by simpson's rule
Pls provide me with the calculation or codes related to de- shuttering of flat slabs
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.
What expenses counted in contingencies and how much it is in related to built-up area of the building.
manhole chamber having height of 2300 mm and thickness of brickwork is 230 mm and dia of opening covering is 560 mm and bottom length vertical is 1500 mm (1:4) brick masonry and plaster 12 mm on both sides..how to estimate the no bricks used with mortar cement bags and sand for total chamber including plaster.
what is civil all interview questions
Curing time for 1)R.C.C slab 2)B.W 3)Plastering
What is proportion of PCC Grade G?
I want to know the relevant IS codes of practice which deals with different testings of cement-sand mortar (nominal mix)that is being normally used for brick work or plaster work in the construction work.