Kapalı

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

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

Beceriler: İnşaat Mühendisliği

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İşveren Hakkında:
( 0 değerlendirme ) Saudi Arabia

Proje NO: #6516332

4 freelancer bu iş için ortalamada 40$ teklif veriyor

hasance06

Hi,I am a rofessional civil engineer and very good in this [url removed, login to view] do your work perfectly in time.Thanks.

1 gün içinde 50$ USD
(80 Değerlendirme)
5.6
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. Daha fazlası

1 gün içinde 55$ USD
(29 Değerlendirme)
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 scenario Daha fazlası

in 3 gün içinde30$ USD
(0 Değerlendirme)
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ghm842

hi i am doing civil engineering..... i can do this project so nicely......u will be happy with my work..........................

1 gün içinde 25$ USD
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