what is the use of water bar in water tank and is this an extra item in estimate?950
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 1400.1956
WHAT SHOULD BE THE THICKNESS OF CEMENT M-SAND MIXER IN BETWEEN TWO SOLID CEMENT BRICKS USED FOR A HOUSE WALL?4 3119
How to calculate the sand and aggregate in concrete3 4557
What is the differential length of steel reinforcement? What is the over lap length of steel in different grades of concrete?
beam is fixed at both end which is 8 m span carry udl of 10 kn/m at left half span.there is internal hinge at center.what is reaction at center
how to calculate quantity of cement,sand & aggregate for u.c.r / r.r masonry in cm 1:6
please what is the number of bars required for a column of 6mx6m and 450mmx300mm,its a commercial building (Church)
Specific gravity of cement?
a rectangle grill of length 72 inch x 20 inch width.how to calculate bar spacing ,bar consist 8 mm thickness and spacing of bar is 2 inch.. calculate no of bar with formula
How to fix the reinforcement in footing shorter bar at bottom and longer fix at top.
how to determine the correctness of proportion used in cement mortor and various IS codes to determine the same?
if i have to draw bending moment diagram of 4 way continous span then how to create it and how to find reaction?
is there any thumb rule for calculating construction cost of the building with pile foundation per sft. area?
Can anybody help by describing each and every step in short, used while giving a building layout by total station? Regards
detailed calculation of the amount of cement used?
How many Rod required for 58 feet by 24 feet roof slab which is supported by 5 * 3 = 15 Column. Six Stored building Roof Slab = ? Ton 15 Column = ? Ton Slab Beam = ? Ton
how to identify np3 pipe and np4 pipe
How to arrive d*d/162 , for finding the kg per meter , wt of steel
Types of column foundation and how to calculate its steel quantity.
the distrubution system in water supplies is designed on the basis of avg daily demand peak hourly demand coincident of draft greater of B & C