Answer Posted / s p sharma

FE415 and FE500 have proof stress of 415 and 500 N/mm2 for
the residual strain of 0.2% as the above steel do not have
a well defined yield stress.

for 32 dia (EQR HYSD steel) bar how much deduction for 45 and 90 degree band

1839

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how to calculate the crushing strength of cement concrete paver blocks 100x100x60 mm thich.

2023

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Define What is the tallest man made structure in the world?

1237

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what is w/c ratio in dry lean concrete for m10 mix design

8437

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how to calculate the steel in 500yard

2495

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how to calculate testing date

1667

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specifications of fe500 steel

3516

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What is proportion of PCC Grade G?

2027

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What tor stands for in tor steel?

1050

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What is the meaning of a blue land surveyors flag?

1420

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sir tell me the formula for calculating the volume of 380mm dia double under reamed pile of 4.0 mts depth.

1968

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design the irrigation canal(b,B,h )head is 3tms of water is supplied to the 200hectars of area and the base period crop is 150days dance to water travels as 35km.the canal section is trapezoidal and also calculate the slop the canal

2219

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Difference between pre-tensioning and post-tensioning.

1154

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what is concrete canvas?

2271

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What is an object snap mode?

1170

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