ANALYSIS APARTMENTS BUILDING IN ETABS
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Author: Veggeta
Last Post: vish5610
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ANALYSIS APARTMENTS BUILDING IN ETABS
#1
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.


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EDB file

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Comparison of results of the design of a column ... calculation manual and proved from the etabs


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file in excel... in spanish...

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#2
Quote:Notional Load: Dead and super dead based load

as i know notional loads in 2nd order analysis are taken from gravity loads (DL+LL), not just DL.
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#3
can someone please repost
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