Based on ASCE 7-2010, choose a suitable design live load for the roof (kPa) and calculate wind-ward and lee-ward pressures.
$10-30 USD
已关闭
已发布超过 9 年前
$10-30 USD
货到付款
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
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.
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.