May 18, 2021 · The load combinations presented in Section 1605.2 and 1605.3 of IBC 2018 for LRFD and ASD, respectively, are generally equivalent to those presented in ASCE 7-16 Sections 2.3 and …

Aug 15, 2012 · The footing you design must resist all the various IBC load combinations when the various vertical and horizontal loads are applied to it. The design involves checking the soil bearing …

Jan 13, 2011 · I have a question regarding Structural Deflection Limits. The way I see it, there are three ways of going about it - Follow the IBC verbatim, or use ASD load combinations, or load that aren't …

Mar 24, 2008 · Question concerning the ASD load combinations in Section 16-5.3.1 of IBC 2006. Exception 2 indicates "flat roof snow loads of 30 psf or less need not be...

Mar 3, 2019 · 1) Which one do you use? The load combinations from ASCE or IBC? [red]IBC references ASCE 7 so you can use either [/red] 2) If it is IBC, are the defined load combinations really enough? …

Jun 13, 2014 · I was recently looking at the load combination equations of IBC 2012 and noticed load factors for both wind and seismic are 1.0 for the strength Design combinations. However, when …

Aug 9, 2011 · A: In 2006 IBC Section 1605.3.2 (Alternative basic load combinations), there is a statement that reads: "For load combinations that include the counteracting effects of dead and wind …

Jan 8, 2019 · I used to just check uplift using "0.6D+W" per the allowable stress design load combinations of the 2009 IBC. For what it's worth, the software program that I use to double check …

Aug 28, 2014 · Can anyone explain the difference between ASD load combinations and Service load combinations? I am using ASCE-7-16 LRFD strength load combinations for my design, and trying to …

Aug 14, 2013 · I found the snow load combination factor conflict between ASCE7-22 (IBC 2024) and ACI 318-19. The ASCE 7 (IBC 2024) LC factor is 1.0 but the ACI 31819 still uses 1.6.