Answer / rethina kumar

generally concrete is strong in compression, weak in tension, that is reason we providing reinforcement in tension zone.

1.column is compression zone, so one day is enough to deshutter
2.slab is tension zone, so it need minimum 14 days to deshutter

The point of contraflexure occurs in

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please help me to find a mix design ratio for M40....

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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.

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how much to get of BRC lapping in full yield and half yield ?

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How to calculate 1 brss for RCC work  

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I would like to get the formula How can i calculate the productivity of a mason in terms of brick laying and plaster. i have 6000 Sqmt of interlock laying work i want to calculate - how many masons required to do the job - in how many days can it be done - what will be the production rate in 8 hours shift/ per mason if i can get some excell sheet , it will really help me in my calculations

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density of flyash

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How many times one TMT bars bents & straight upto not broken the bar.

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4. Differentiate between NC and OC soils. Draw curves for (i) Stress vs Strain (ii) Volume charge vs Strain (iii) Pore pressure vs Strain for these soils

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what is conventional shuttering rate per square feet of built up area? what is Mivan shuttering rate per square feet of built up area? what is coupler shuttering rate per square feet of built up area?

0 Answers  

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