Answer / gk arun

face reinforcement is provide for the beam more than 750 mm
distribution bar is bar which provide opposite to main bar

Answer / sjtbehera

yes. when beam cross over 750mm height, side or face
reinforcement are prvided. this is done for shear strength.

distrubution bar- when we consider one way slab then
distribution are recquired for bonding the main bar. no
load is taken by distribution bar. but when we consider two
way slab distribution are provided to take load.

What is the cement and sand content in the mortar used to build 1 sqm of 190x190x390mm hollow and solid blockworks?

2 Answers  

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what is the difference between NP2 Class and NP3 Class RCC Hume pipes

8 Answers   GWRDC, IVRCL, IVRL,

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Difference between P.C.C and R.C.C?

24 Answers   Amit Enterprises, D Link, SAT, Surya Constructions,

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the shearing strength of cohesionless soil depends on

2 Answers   SSC,

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Insted of water is there any liquid to mix in concrete / in mortar ?

2 Answers  

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what is the diff between sudden loading and impact loading?

8 Answers  

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we are roofing contractors,we are filling a bill in work contract 4.12% method, we collecting 4.12% from our customer but every month we have been paying the vat at 2% from our pocket on the total value of bill. our auditor told me the above method do not collect 2% from the customer side is it true?

1 Answers  

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How should we design a brick column and footing?(note: no reiforcement to be provided) Can you tell me any reference book where i could possibly find this design? Plz help urgently

0 Answers  

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What is full form of SNF base in concrete mix design for admixture percentage?

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In olden days reinforcing bars in concrete are not got rusted even till now. But recently provided steel getting rusted in concrete. what are the probable reasons?

11 Answers  

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what is the used civil engg?

0 Answers  

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5. Two long boundary walls run parallel to each other at a center to center distance of 1 meter apart. The width and height of the first wall are 0.30 m and 2.5m respectively. While those of the second are respectively 0.18m and 3.5m. Plot the distribution of vertical stress intensity due to walls on a horizontal plane, 1m below ground level. The walls have negligible depth of foundation and are made of brick masonry (y = 19.2 kN/m cu)

0 Answers   KIOCL,

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