ANALYSIS APARTMENTS BUILDING IN ETABS - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: Civil Engineering Resource (https://forum.civilea.com/forum-1.html) +--- Forum: Civil Engineering Documents (https://forum.civilea.com/forum-89.html) +---- Forum: Calculation Notes & Analysis Files (https://forum.civilea.com/forum-80.html) +---- Thread: ANALYSIS APARTMENTS BUILDING IN ETABS (/thread-7538.html) |
ANALYSIS APARTMENTS BUILDING IN ETABS - Veggeta - 12-23-2009 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: *************************************** Code: *************************************** Comparison of results of the design of a column ... calculation manual and proved from the etabs file in excel... in spanish... Code: *************************************** Code: *************************************** RE: ANALYSIS APARTMENTS BUILDING IN ETABS - parhyang - 12-03-2010 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. RE: ANALYSIS APARTMENTS BUILDING IN ETABS - vish5610 - 03-31-2011 can someone please repost |