For a three storey residential house,tmt steel of what grade is good fe415d or fe500d2 4050
I want to know about history of civil engineering?1 2586
Can anyone tell me the salary and job profile of transportation engineers/transport engineer?1 2436
i want to know the easy way to find the quantity of steel in a slab , coloumn2 3606
i want to know the easy way to find the quantity of steel in a slab , coloumn3 5493
why are you joining in this (applied post) job and your aim for this job1196
OPC 43 OR PPC for rcc structures(raft foundation,column etc)? For M20,,which cement is better and why? for a residential structure (3 storey plus basement)3 4828
how to mack bbs1 1043
how amny bricks of size 240 mm X 120 mm X70 mm are required in 100 cubic meter brickwork. How much cement is required at 10 mm masonry and at 4:1 sand cement ratio and how much cubic meter of sand is required for the above work.2 4398
could u tell me how to used deform stell bar in reinforce concret?i wanna know the general using in the site!
by which materials we can prepare circular shuttering with tentative cost of material(rate analysis)
how to nfind out the specific gravity of sand.aggregate,water please help...
How to use of me trial wall plaster 6mm , 10mm par sqm. use in sand and cement ?
Volume of 25kg putty bag & 40 kg putty bag volume??
I what know about life time of frp tank plz explain about it specifications & other details
How much cement will require for 1Rmt Skirting laying
what quantities of work done in terms of sq.mts/day/ of 8hrs for each varpenter (shuttering) and Steel fitter in terms of Tonnes. For slabs, Columns etc.?
For removal of formwork of simply supported slab / beam from where to start the deshuttering? ( Max Bending moment of the simply supported beam is in the center hence is it required to start from the supports?)
about higyway engineering
how to calculate the concrete mix m30 by volume
density of crush sand & crush stone or grit powder
is there any codal provision for soil cousion over the Hume pipe of Dia 1.2 m.
For the symmetrical continuous beam shown in figure, Prestressed with a force P = 1500 KN along parabolic curve as shown, compute the extreme fiber stresses over the central support for the uniformly distributed load of 24 kn/m. Use load balancing method.
what is the formula to find the sttel (bar)length in beam having bent up at l/4 t 45 degree & 60 degree.