Hollow block masonry in cement mortar 1:4, 40×20×20cms in superstructure take 10sqm.I want calculation of brick sand
279please give me the rates of RCC(CUM), PCC(CUM), Brick Work(CUM), Tile Flooring, Saria Shuttering
260hai, kindly send anyone for output workers format details for construction project in foundation to finishing.
322What is the quantity of steel, cement, sand, and aggregate required for a 2100 sq ft Roof Slab(Residential Building) area of RCC?
1 493As we know that steel is a tension member but why we are using STRUCTURE STEEL as a COLUMN (Without concrete) where column is a compression member and compression strength of steel is very low
374pls tell estimate for 1 kilometre length random rubble masonry 0.90 metre height 0.600 metre width
ITD,
342Post New Civil Engineering Questions
Formula of area of crane hook
The 4 main factors to start a construction project are––
what is the use if we fixed butterfly ties in column and masonry work joint?....where we have to fix(distance)..
What is the standard rate of installing ties for column(60cmx60cm) and beams(50x850)(weight)
how much is the maximum compressive strength of soil cement and soil-cement-microsilica .
Can anybody help by describing each and every step in short, used while giving a building layout by total station? Regards
what is the depth of a pile foundation??density of wood?? nominal mix ratios for different grades of concrete? effect of earthquake on structures? bending moment and shear force diagrams and also learn to find out the deflection..how is under water concreting done??
How do You Maintain a structure after getting cube test of low strength.
GIVE US YOUR FULL DETAIL OF THE FOLLOWING… FULL NAME.. PERMENENT MAILING ADDRESS DIRECT CONTACT NO E MAIL ADDRES.
how to find quantity of concrete in PCC M15
Basic questions of civil engineering
pls give me some basic informations in construction of a structure?
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???????
How will be cutting in timber plate size 600*400 column size
can we find any technical issue if we are gong to change the dimensions of steel beams from one type to another type IE if there are any equievelant data base to find solution for problem of changeing sectios of beam from one type to another with the same cross sectional area.
