Answer / shalenderkumar

due to shear force.

Answer / thakur

Because of shear force

Answer / venkat

Max shear force act near the ends then max shear rainforcement privide at the ends

Answer / venkat

Due to bulging occures at midle portion of the column then for rectify that more stirrups are provide at midle portion of column

Answer / krishan murari

When ly/lx less than 2 than the slab will be two way slab vice versa..

ly/lx>2 one way slab &
ly/lx<2 twoway slab.

How Can I know the wastages(%) of each work added in estimating the quantity of construction materials?(Eg. Ceiling Work, Brick Work,etc....)

0 Answers  

How can i design the beam . Explain with one example

1 Answers   GMR,

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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5 Answers   RRB,

What is IS ?

4 Answers  

NP3 CLASS HUME RCC PIPE

1 Answers  

what is meant by concrete joints?

1 Answers   NBCC,

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5 Answers   Clover, Rites,

Which one is the main bar in a square slab (2m x 2m)

7 Answers  

How many % we consider for lap for reinforcement for estimates

0 Answers   Upleel,

I am planning to construction in my plot in Pune (Chandan Nagar) and its near about 1950 SqFt. Can some plz help me on the rate on per sqft for RCC,Brickwork & Plaster,Flooring,Water proofing,Door. Thank you in advance

1 Answers  

What is gauge and gage

2 Answers