Answer / amit soni

1.Top Reinforcement laps not provide in Near Column because Shear force heavy in Junction.Provide Top Bar Lap in center of Clear Span.
2.Just Opposite Bottom Reinforcement lap not Provide in Center of Clear Span because their bending force is heavy. Provide Bottom Lap Near Column where bending force Minimum.

whats is the Indian standard ratio for mix design M5 M10 M15 M20 M25 M30 M35 AND M40???

2 Answers   Harit Dharaa,

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what is Quality Reporting?

5 Answers   NCC,

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where does the hinged action while designing the strture

2 Answers   DLF,

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Trapezoidal footing length = 2m , B=1.7m D=0.5m and d- 0.15m. Can anybody help and calculate quantity of concrete by explaining all formulas involved.

16 Answers   Reliance, Siddhi Constructions,

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how to read the drawings to find the quantity of steel in a storm water manhole or any other structure?

0 Answers  

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Minimum and maximum size of the building components

0 Answers  

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Is there any difference in IS 456 and IRC 15? 

1 Answers  

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show answer/ calculate-1-2-4 ratio-concrete -cement-sand- metal-water - please brief calculation

0 Answers   RK Company,

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Dear Frds, How can i calculate the Steel for RCC Slab, Please provide one Example also, so that i can understand very well. Ex: Area: 1320.0 Sft.(44' X 30') Span: 15'(Default). Column Size: 9"X15"(6 No.s 12mm Rods) Please Provide Calculation Details. Thankyou. Satish

0 Answers   TATA,

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number of standard bricks need 1 cubic meter

9 Answers  

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percentage of wastage limits in construction materials EX : min & max . cement = fine aggregate = coarse aggregate = admixture = wood = tiles = painting = marbles = bricks =

1 Answers   NCC,

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Actually i am confused that how to calculate the bending moment for a semi-circular beam and curved slab.If any one have a good idea about the matter,please give the answer with a suitable example. Thank you......

0 Answers   Contech,

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