Answer Posted / sumit
Whats is code u want mail me
skatiyar011@yahoo.com
I will provide u with in one hour
| Is This Answer Correct ? | 2 Yes | 2 No |
Post New Answer View All Answers
what is the difference between replacement of cement by groundnut shell ash
List out the types of roofs?
For making a new road in a village having a school & hospital , tell the steps of construction systemically ?
what is castigliano theaorem
How to marking the building
For sloping slabs or sloping beams why the tension steel from either side of ridge is taken into compression zone of other side?
A 16 pile group, consisting of diameter concrete piles, were cast in situ in a clayey soil whose unconfined compressive strength is 1100 psf. Each pile is 60 ft long and the pile spacing is 2.5 times the pile diameter.The water table is at the ground surface and saturated unit weight of the clay is 118 lb/cu.ft. using a factor of safety 3 and a reduction factor =0.45, compute the allowable capacity of the piles acting as individuals
Which is the latest version of solidsworks?
sir, please send me the web address of chennai railway to know the online examresults of junior engineer[civil].
The properties of concrete HA-30 and how does it differ with M 30 (specify the important characteristics like workability,strength,mix design,slump test value)and what is the standard relating to it
How to design staircase.plz tell me formula for the design the staircase.
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.
Design a built-up column carrying an axial load of 1200 KN. Its length is 8m and it is effectively held in position at both ends and restrained against rotation at one end. Assume yield stress of 250 mpa
how to calculate freeboard in under ground water tank and technical details
how to calculate the mortar for 10'*10' size room for both plastering and for masonry work?