Answer / a

To avoid deflection

Answer / sruthi

to avoid bending

Answer / sachinprakash05

to give load at one point

Answer / mustafa mohd layeak

To reduce bending moment.

Answer / balakrishnan v

to give load at one point

Answer / harsh

for a given dept of the beam, a larger span can be achieved
by propping.

Answer / ramesh sk

to avoid twisting in the support

how to calculate the concrete mix m30 by volume

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NP3 CLASS HUME RCC PIPE

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is it fair to recruit another prestressing agency once earlier agency has provided guide cone for post stressing the Concrete -I girders? It is observed that the bearing plate of another agency is not matching with the earlier one resulting in protruded strands after stressing from the face of girder. Kindly advice.

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does the compressive strength of brick be more then 3.5 n/mm2 or 5 n/mm2?

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In case of a beam ,main steel is provided along the longer span because, bending moment is directly proportional to length but why in case of one way slab main steel is provided along shorter span while as bending takes place along longer span?comment

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Is it possible to make a feature using an overdefined sketch?

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how to decide the column size and dia of the bar

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what is mix design?

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explain how to calculate top and bottom diagonals for transimission line tower foundation with prop setting

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Sir how to find cutting length for footing steel bars in the shape of "u"

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