ANALYSIS APARTMENTS BUILDING IN ETABS

[Veggeta]

ANALYSIS APARTMENTS BUILDING IN ETABS

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.






EDB file

Code:

***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

Code:

***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

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








file in excel... in spanish...

Code:

***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

Code:

***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

[parhyang]

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.

[vish5610]

can someone please repost