12-23-2009, 04:39 AM
ANALYSIS APARTMENTS BUILDING IN ETABS
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Analysis apartments building in Etabas V 9.50
GENERAL INFORMATION
• Utility: apartmentes
• Structural typology: Frames (Special Moment Frame)
• Category: III
• Type floor: metaldeck
• No. Floors: 8
• Heigth: 20.32 ft
GEOMETRY
• Beam section: W18 and W24
• Column section W14
• Secondary beams: W12
• Thicknes metaldeck: 4.5 in
LOADS
• Dead Load: own weight
• Live Load: floor apliead: 55 psf
• Live Load: roof apliead: 40 psf
• Super Dead: floor apliead: 39 psf
• Super Dead: roof apliead: 39 psf
• Notional Load: Dead and super dead based load
Note: Don’t include dinamic analysis.
Gravity load: ASCE 07-05
STEEL DESIGN CODES:
AISC 360 -05, IBC 2006, include special seismic load.
![[Image: 05409392211277616664.jpg]](https://pic.civilea.com/images/05409392211277616664.jpg)
![[Image: 84791633598524848173.jpg]](https://pic.civilea.com/images/84791633598524848173.jpg)
EDB file
![[Image: Download.png]](http://forum.civilea.com/postgen/Download.png)
Code:
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***************************************Comparison of results of the design of a column ... calculation manual and proved from the etabs
![[Image: 50581240040269340628.jpg]](https://pic.civilea.com/images/50581240040269340628.jpg)
![[Image: 37747085862658318707.jpg]](https://pic.civilea.com/images/37747085862658318707.jpg)
![[Image: 92324838465819841961.jpg]](https://pic.civilea.com/images/92324838465819841961.jpg)
file in excel... in spanish...
Code:
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