Answer / sjtbehera

We are using 2009

Answer / sarath

I have studied Autocad 2011 and currently using Autocad
2011.
i prefer it.

How to do lineout of building

2 Answers  

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mix proportion of M20 AND what are different grades below it

6 Answers   B L Kashyap, L&T, Panchshil Infrastructure,

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How many hours should traffic be not allowed after completing wbm road or bst.and min how many hours should road rollers be used.

0 Answers  

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Advantages and Disadvantages of using fly ash bricks over clay bricks?

11 Answers   Pradhi Engineering,

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How do you determine specific gravity of cement?

0 Answers  

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what is bending moment, for simply supported slab ? how do you calculate ?

4 Answers  

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how to calculate result on Plate bearing test?

1 Answers  

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what is the FE415 & FE500?WHAT IS ITS STRENGTH?

5 Answers  

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for brickmasonry strengthwise which bond is better?

4 Answers  

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what is difference between 33, 43 and 53 grade cement..? which is more suitable for construction and why,..??

3 Answers  

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As per IS 456 2000 Clause 16, table 11, page no. 30, it is written that acceptance strength of concrete is fck+4 for grade above M20. what is the meaning of " Mean of the group of 4 Non- overlapping consecutive test results"

1 Answers   Ashiana Housing,

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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.

0 Answers  

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