
Deflection | Eng-Tips
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" deflection such as …
Deflection Limits | Eng-Tips
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 an l/360 delf. limit for …
Deflection and Rotation of a Simple Beam With a Partially Distributed ...
Oct 31, 2025 · Many users have historically asked how to determine the deflection and rotation equations for a simple beam with a partially distributed uniform load (case 4 in table 3-23 of the AISC …
Modifying cantilever beam deflection and breaking load equations for ...
Aug 31, 2025 · Hi, I am writing a calculator for sizing up free-standing masts for small boats, and I need to estimate their deflection at a certain load, and the breaking load to get a safety factor. The masts …
Is the 0.6 wind load reduction(ASD) just to check deflection?
Nov 12, 2013 · ASD is not just for deflection checks. ASD is to check the capacity of the member (allowable stress for wood, allowable strength for steel) against the expected load. If you're using …
Enercalc Masonry Slenderwall Deflection | Eng-Tips
Apr 11, 2023 · Wall deflection should be at allowable levels, if I was doing it by hand. Florida building code allows deflection to be checked at 0.42W component and cladding, but even at 0.6W the …
Soldier pile retaining wall deflection | Eng-Tips
Dec 23, 2024 · Is there a code reference for allowable deflection in a soldier pile retaining wall? It's about 13' tall with 3x8 lagging, holding back sands. The use of...
Wood shearwall deflection questions | Eng-Tips
Sep 22, 2021 · I have a few questions on what others do in calculating the deflection of a wood shearwall. In my specific case I am looking at the deflection due to wind. 1. In the 3-term deflection …
Industrial pre-fab steel buildings, lateral wind deflection
The canadian steel code S16-09 limits lateral deflection of steel industrial buildings under wind load to H/200. Wondering if designers of pre-fab steel buildings use a more relaxed limit, and if so how it is …
Precast Panel Deflection | Eng-Tips
Mar 28, 2003 · I have a 2 story office building with a precast concrete panel band around the entire bldg at the second floor. Above and below is storefront. What would be a good vertical deflection criteria …