Based on ASCE 7-2010, choose a suitable design live load for the roof (kPa) and calculate wind-ward and lee-ward pressures.

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Based on ASCE 7-2010, choose a suitable design live load for the roof (kPa) and calculate wind-ward and lee-ward pressures. The total height of the column is 7.5 meters The 25 MPa concrete roof is supported by trusses in the transverse direction, which frame into tube columns pinned at the base. the roof will be a concrete slab 130 mm thick Update : the truss ridge is at 8.5 meters above the base

Civil Engineering

ID del proyecto: 6516332

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Activo hace 10 años

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4 freelancers están ofertando un promedio de $40 USD por este trabajo

@c4chamod

HI, We are a team of civil engineers providing solutions for your problems. We have experienced and qualified engineers for you. please feel free to Pm for more. We have done plenty of projects throughout the world. Best, Engineering Solutions(PVT) Ltd.

$55 USD en 1 día

4,8

(29 comentarios)

5,0

@dmehary

I have profound experience in structural design of buildings. I am eager to win this bid and present my skills in most satisfying way. I will use the codes standard and present in excel sheet for the different scenarios to arrive at the controlling loading. If you need any further elaboration, I am available at any time.

$30 USD en 3 días