what is workability,define it?1 3660
what is tensile strength?4 4178
what is tensile strength?3 4216
cement required for construction of 400mm*200mm*200mm concrete solid blocks for 1sq.mtrs,how?
how to calculate result on Plate bearing test?1 3754
how to start basic designing in structure..procedure to knw basic start to do structural designs in civil field?2 3066
How to calculate paint drums per meter square1173
what r remedies taken for foundation in black cotton soils..??1 3636
HOW TO MIX M20 GRADE CONCRETE BY HAND? USING BOND.1 4641
difference between trapezoidal and pedestal footing and how the load acts on that1506
What is the construction cost per sq foot for residential building and give bifurcation of same?1 4139
How to determine dia of steel for use in column,slab etc. i mean how to calculate the diameter of steel which is to be used in structures.
What do you mean by TOLERANCE in steel1 4338
rimmer in pile foundation
how to disign cuplock shuttering and it's matireal requirement snd any related web site
what is the maximum number of course that can be laid according to IS code and the max height.
Calculation of curtain wall of box culvert
I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.
contractor receive 100 MT steel.after compliting the work the contractor refund 90 MT steel.How reconsilation of steel done?
how to calculate detail quantity of bricks and mortar for 500 cu.ft masonry work. consider wall thickness 9 inches
how much area can be platered by a mason for exterior
What is the diameter of the 3"inch nails?
what is the relation between pitch of steel and depth of slab?
What is min thickness,min grade of conc & age of PQC ?
find the discharge of water through a horizental venturimeter having 400mm dia at the inlet main and 150mm dia at thorat.if the diffrential gauge between inlet and thorat shows a pressure head of 25cm mercury. assume coefficient discharge 0.98 and specfic gravity of mercury as 13.6.
what is mean by c32/40s concrete class
How to calculate concrete in percentage wise ,for example cement 18% sand 40% aggregate 40% and Stell 2% ,I need and??