how to calculate the weight of bending wire for 1sqmts .how much bending use for 1ton steel
L&T,
5 11235100 cubic meter of concrete will contain how much amount of cement, sand and aggregate to form a mix of M15
5 20449percentage of wastage limits in construction materials EX : min & max . cement = fine aggregate = coarse aggregate = admixture = wood = tiles = painting = marbles = bricks =
NCC,
1 6870design the irrigation canal(b,B,h )head is 3tms of water is supplied to the 200hectars of area and the base period crop is 150days dance to water travels as 35km.the canal section is trapezoidal and also calculate the slop the canal
1768how many bags of cement are needed to make a cement mortar of 1:3
ABC, DBL, DHFL Dewan Housing Finance Corporation, VV, WADAN,
5 7834What is eccentricity in laymans term Can't understand bookish language .please explain in easy way.
1872how much cement and sand is used for plastering 1646 sq feet,for 12mm thickness and ratio 1:4
L&T,
3 8710how find the cut length of tringular ring and any formula find out the quantity of circular brick work
1 5643Post New Civil Engineering Questions
Difference between pre-tensioning and post-tensioning.
how to calculate the scour depth
pls give me some basic informations in construction of a structure?
important question on stones
5. Two long boundary walls run parallel to each other at a center to center distance of 1 meter apart. The width and height of the first wall are 0.30 m and 2.5m respectively. While those of the second are respectively 0.18m and 3.5m. Plot the distribution of vertical stress intensity due to walls on a horizontal plane, 1m below ground level. The walls have negligible depth of foundation and are made of brick masonry (y = 19.2 kN/m cu)
How many % we consider for lap for reinforcement for estimates
What will you do if you encounter problems like accidents?
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.
Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No. Loading Axial force Moment Shear 1 DL+LL 1950 600 20 2 Seismic load 250 4800 700
Sir how to find cutting length for footing steel bars in the shape of "u"
What do you understand by “preset” during the installation process of bridge bearings?
How much quantity water should be placed in one cubic meter area?
Difference between lime, distemper and plastic emulsion?
What is binding spacing of the rebars at lapping zones.
What are the main reasons for conducting pull-out tests for soil nails?