What is the lap lenth for welded joints for reinforcement bars. and what is its IS code no.5 32097
what is the formula to find the sttel (bar)length in beam having bent up at l/4 t 45 degree & 60 degree.2064
WHEN BRICK SIZE IS 3X5X9" , WHAT WOULD BE THE NUMBER OF BRICK REQUIREMENT FOR 100 SQFT AREA OF 5" width?7 10067
differance bet QA & Qc1 4692
is it compulsory to cast columns along with beams & slabs for monolithic joints1 2047
Differenciate between One way slab and two way slab5 10494
Wats the purpose of lap length? Is it for strength or increasing of span1 5175
how much is the maximum compressive strength of soil cement and soil-cement-microsilica .
what is thickness of NP2 hume pipe?3 6192
In which code the the maximum height of concrete casting has been explained
Requirement of cement, and steel 1:2:4 ratio concrete in 1128 Sqft area(Cement No of bags, steel in Kgs)
What is the difference between pvc,cpvc and upvc and where it is used as per their properties?????
Define a polyline?
1.Why we are preferring 43 grade cement than 53 grade cement. 2. Approximate cost difference between 43 and 53 grade cement. Thanks.
why we provide bent up reinforcement bars at l/4 ? if it is because of diagonal shear , how does it acts ?
What is the yield of 100 litres of water and 10 kg of cement in grout mix?
How much permissible bearing capacity requires for open footings(isolated) and what type pile foundatuon prefering for coastal areas?
how i get all type of short type question answer about civil engg
how much cement sand n bricks required in im3?and how much in plaster?
What tor stands for in tor steel?
What is the best type of wood glue?
How to arrive d*d/162 , for finding the kg per meter , wt of steel
in 100 cft = 1350 bricks in 100 cft = ? bloks
What is made from large rocks, which protects the base of cliffs?
I have a slab of 20cm thickness of 20m by 4m in wich we are installing 15 tons electric panels , and we have put 4 H-shaped columns under the slab but we have done many cores in the slab which seems very normal , can you help me by telling me how to calculate the bearing capacity of the slab or give me an idea if i should increase more columns Note: load distribution area 12*1.5 m2