Interested to Buy Any Domain ? << Click Here >> for more details...
Every Engg. know that =dia*dia/162.2 is Steel weight Formula, But very less people Know that orgin of 162.2 asumption.
3 21916How to calculate numbers of carpenter, fitter, mason, unskilled worker on the basis of built up area or floor plat area of building?
L&T,
2 8035In structural steel work what should be the wastage percentage considered to order the material( 200x200x5mm box section) in standard available sizes in India i.e. 6 mtrs?
3 9052is there any books available to know the methodology of construction process ( Site Process ) and also find the quantities of all materials used at site.
1 4332if 20mm & 10mm coarse aggregate we have consider same prapotion than how to analysis m25 concrete
1 4757what is the nomimanal size' os agg.'for reinforced concrete 2 th ph value of water to be used in conc. Shall generly be
5 8724how many bricks are required for masonary trench having length of 31 mtr, depth of 0.6 mtr and breadth of 0.45 mtr on single brick work as well as double ( 9" ) brick work
IEC,
5 7647Post New Civil Engineering Questions
A Cat excavator loader of 3Lm*3 heaped capacity bucket is to be used to load blasted rock directly into a crusher of capacity (consumption) of 100L
how many litres of enamel paint required for 5000 sft of site??
What is different between DI Pipe and CI pipe?
115mm thickness brick work how to required mortar
Different sizes of Hollow blocks and its weight. Thanks.
what discoveries did you have in relation to your course?
How to calculate sand , cement quantity for 23mm thk brick work(10x10)
Dear sir, i want to NBCC & NTPC previous exam papers email Id : madhu_bingi@yahoo.co.in
why development length = 50D . why not 100D
contractor receive 100 MT steel.after compliting the work the contractor refund 90 MT steel.How reconsilation of steel done?
Design a cantilever slab to carry a live load of 2000 N/m2. The overhang of the slab is 1.20m. b) A slab over a room is 4.75m x 4.75m. The edges of the slab are simply supported and the corners are not held down. The live load an the slab is 300 Kg/m2. The slab has a bearing of 15cm. On the supporting walls. Design the slab as per Rankine - Grashoff theory. Assume weight of R.C.C. = 2400 Kg/m2.
column at edge of a framed structure is uniaxial or biaxial. and is an interior column is biaxial
What are the advantages of cad?
Define What is unit weight of normal concrete?
detailed calculation of the amount of cement used?
