Aug 3, 2001 · Dougantholz - It seems that deflection limits are up to the engineer who is designing, and not to exceed the limits set forth in code (l/240, l/360, l/600, etc.). Lets just say …

Jul 2, 2019 · Deflection in beam design implies relatively slow (nearly static) deflection of a beam. A beam subjected to vibrations means that you need to be looking into a dynamic or vibration …

Apr 27, 2009 · I have been pondering allowable deflection limits for our residential design standards for high-end residential *FLOORS BEAMS*(wood framed with LVL, glu-lam, and …

Feb 1, 2013 · The proper Global deflection limit to use also has to do with what is on the roof as a roofing material - this looks like a rafter/beam situation is why I mention it. If the roof is tile, …

Oct 21, 2009 · Deflection criteria are put in place for a variety of reasons, including aesthetics, limiting cracks, mitigation of creep, and to force sections to be more resistant to "dynamic" …

Dec 29, 2019 · The code deflection limit charts for Floor Members simply states: Live load = l/360 Nothing for Wind D+L = l/240. So am I only checking the Live Load deflection and the Load …

Feb 6, 2003 · The allowable deflection can be different for diff structures as already pointed out by the earlier replies. My own experience shows that for piles with a long unsupported length, …

Feb 10, 2024 · What is the horizontal deflection on the typical/middle trusses? Technically speaking an end wall or a truss that is embedded in the wall has 0 deflection. So there is …

Feb 19, 2010 · Dear Engineers, I'm trying to settle a disagreement I have with an engineer (I'm an architect) about Chapter 16, Table 1604.3. Footnote “f” states: “The wind load is permitted to …

Feb 10, 2004 · They pretty much don't spell out deflection out of plane. They leave it to the engineer to calculate the deflection of the brick withe and compare it to stress - strain relations …