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

Open bay 12 m x perpendicular span 4 m

Beceriler: İnşaat Mühendisliği

Daha fazlasını görün: concrete slab design, ward, tube design, roof, lee, concrete design, civil engineering design, Civil design, design tube, suitable, wind load design spreadsheet, truss roof, calculate load, update tube, web based electronic medical records database design, choose, roof trusses, calculate wind load, truss design, frame truss, design roof trusses, roof truss design, load frame, sms based billing system uml analysis design, wind load design structure

İşveren Hakkında:
( 5 değerlendirme ) Abu Dhabi, United Arab Emirates

Proje NO: #6513315

5 freelancers are bidding on average $52 for this job

hasance06

Hi,I am a professional civil engineer.I have checked your requirements.I can do it perfectly as you required in time.Thanks.

1 gün içinde 50$ USD
(80 Değerlendirme)
5.6
imrance08

Hi, I can do this very quickly. I am expert in structural design. Please contact with me. I am waiting for your reply. Thanks

1 gün içinde 25$ USD
(9 Değerlendirme)
3.6
vpsiitk

A proposal has not yet been provided

in 3 gün içinde45$ USD
(3 Değerlendirme)
2.9
nashid06

Hi, I am experienced in the following areas: -Structural Design of Buildings and Bridges -Architectural drawing and 3d modelling with 3d max and vray rendering -Quantity surveying and project management So I am Daha fazlası

in 7 gün içinde111$ USD
(0 Değerlendirme)
0.0
aamirmalik33

A proposal has not yet been provided

in 3 gün içinde30$ USD
(0 Değerlendirme)
0.0