Answer Posted / muralidhar

m10-1:3:6
m15-1:2:4
m20-1:3/2:3
m25-1:1:2

I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.

6092

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For submitting the project loan for bank Residential bldg,Suppose we take Provinding RCC mix 1:2:4 for footings No of footings,length ,Breadth,Height ,qty in cum, at last unit/Rate(Rs) ,i would like to know how do we get the unit/Rate

1596

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What is eccentricity in laymans term Can't understand bookish language .please explain in easy way.

2498

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 What is difference between limit state and working stress method? How it is applies in building structure.

2337

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1267

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plumbing CPVC fitting FTE Brass full form

2702

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what is right & short method of measurement of slab&beam

2081

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for 200 kg of cement how is the mix proportion in kg for m25 grade of concrete

1938

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Thumb rule for steel qty for 1m2 in kg/m2 column slab footing beam

5622

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material required for construction of 1cu.mtr wall (Cement, No of bricks (Brick size 40cm x 20cm x 10cm),sand,Quantity of water

3679

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Where will be the maximum bending moment in a TEE Beam?

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Why Vitrified tile are getting pop up.

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The concrete slump recommended for beams and slabs; is?

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what is diffrence between catchment area,watershed and basin?

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