What is the correct position of lapping splice of reinforcement steel bars in a beam at top & bottom of the beam?? what is the reason for this location?..what are the factors affecting lapping location in beam?

6 Answers   SPCL,

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HOW MANY CUBES REQUIRED FOR 7 AND 28 DAYS TEST FOR ALL MIX GRADES.

4 Answers   Ansals, HFCL, Jaypee, Pratibha Group,

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Lap length may different for FE 415 and FE 500 Steel, If different what is the different, In which code is mentioned

3 Answers   Bestech,

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there is a residential building L = 20' B = 30' H = 20'  stairs L = 3' H = 20' calculate the numbers of Threads and risers from stairs with formula

2 Answers  

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How can we calculate quantity of slab, beam @ column ? Beam should be calculated by deducting slab thickness or slab should be calculate in to in ?

5 Answers   SMC,

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what is tensile strength?

4 Answers  

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What is the acceptable percentage of slump in Mix concrete?

9 Answers  

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What is the construction cost per sq foot for residential building and give bifurcation of same?

1 Answers  

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What is structural frames or systems?

0 Answers  

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if dia of slab beam bar is38mm what its clear cover any method of provide clear cover

0 Answers   Omaxe,

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What is the full form of APVC Pipe?

1 Answers   GSECL,

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IN CIVIL ENGINEERING DESIGN WHY WE ARE USING LIMIT STATE METHOD IS BEST? I THINK WORKING STRESS METHOD IS BEST? EX; FOR COLOUMN DESIGN IN LIMIT STATE METHOD AST IS;1913SQ.MM SAME TIME WORKING STRESS METHOD IS ;2213. SO I THINK WORKING STRESS METHOD IS VERY STRONG COMPARE THEN LIMIT STATE METHOD? MY OPENING IS CORRECT OR NOT? PLS TO EXPLAIN SIRS

12 Answers  

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