The horizontal distance between parallel main reinforcements in RC slab shall not be more than
BEL, BSL, L&T, Mrkr Constructions,
1 8940If the design CBR of subgrade is 10% but the material available on site is 30%.will you compact less(like 90%) where you get desirable CBR(10%).
3 6230Post New Civil Engineering Questions
Civil engineering related
in one hour , one 200 excavator , how much quantity (mcube)can load ? soil is not hard not soft
for 32 dia (EQR HYSD steel) bar how much deduction for 45 and 90 degree band
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
material used for mendrel use to bend epoxy coated rebar
types of piles detail,
Trapezoidal section footing calculation of Volume & its Area
How much time Required for PPR pipe network testing
When column of building is abutting the boundary line,then suitable footing advised is
difference between trapezoidal and pedestal footing and how the load acts on that
I have to design brick column and footing (note: without any reinforcement). Can somebody post me the design or suggest a book where i could possibly find the design? Plz help very urgent
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.
What is the difference between routing maintenance and major maintenance in school facilities?
The concrete slump recommended for beams and slabs; is?
pile load testing procedure