Interested to Buy Any Domain ? << Click Here >> for more details...
Why bent up bars provided in R.C.C slab
- 16 Answers
- 104107 Views
- GATE, L&T, Omax, I also Faced
- E-Mail Answers
Answer Posted / mustafa mohammed layeak
Bent up bars (Cranked bars) in slabs are provided to resist
the negative moment (Hogging BM) produced at supports
(beams).
| Is This Answer Correct ? | 132 Yes | 4 No |
Post New Answer View All Answers
HOw much % of premium on DSR-2013 currently
what are the Task work of different labour.?
1. For 10sq.m area(47 kg bitumen contain) of 45 mm thick bitumen mix layer..how much bitumen is required for 1600 sq.m and how much aggregate need for that ?? 2. And much tonnage of bitumen mix required for 10 sq.m area of 45 mm thick. Please give answer...
Explain what are the skills required to become an architect?
i have boiler of 35 tone and wanted dig out foundation is there any body to help me to carry out calculation for the foundation like
In the design of bridge arguments what considerations should be made to select the orientation of the wing walls?
With reference to construction of state highways, please let me know the total Bill Of Quantities as per the following details:- 1) Subgrade - 500 mm 2) Granular Sub-Base (GSB) - 200 mm 3) Wet Mix Macadam I (WMM I) - 150 mm 4) Wet Mix Macadam II (WMM II) - 100 mm 5) Dense Bituminous Macadam (DBM) - 60 mm 6) Bituminous Crust (BC) - 40 mm Road Length is 44 Kms. Road Width is 7 mtrs. Please provide the BOQ of each layer as per Compacted Factor & Loose Factor both. Also, if possible please provide me the approximate details of total material required (all categories viz. soil, gravel, stone aggregrate, sand, bitumen etc.) as per general mix design prevailing in India. Thanks & Regards -- Rokr
Need help in designing a degasser tower for 2m3/hr DM plant, also send me the formulae used
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.
where will be the reinforcement of slab placed when there is an inverted beam and the bottom of the beam and slab are at same level ?
how many time use of plywood shuttering and IS code
I have an span length 16 ft c/c
how we calculate the vol.of wet concrete..?
where i can get material costs on weekly basis
What is thumb rule in quality and quantity estimation of a Residential building??
