May 27, 2022 · AISC requires the use of hc/tw to check the compactness of a web subject to flexure for singly symmetric I-shapes per Case 16 of Table B4.1b. See below. hc can be …

May 27, 2022 · Over the last two years, I developed a steel beam-column design aid according to AISC 360-22 for my M.S. civil engineering non-thesis project. The design aid (built in Excel) …

Aug 22, 2014 · AISC's Appendix 6, Section 6.3, the commentary says this: Beam bracing must control twist of the section, but need not prevent lateral displacement. Both lateral bracing, …

Sep 11, 2012 · Regarding the Load Level for Notional Loads: Notional loads are applied as a percentage of the design loads. So, if you are using factored load combination (i.e. 1.2DL + …

Dec 18, 2023 · This is from AISC 360-16 "Single angles with continuous lateral-torsional restraint along the length are permitted to be designed on the basis of geometric axis (x, y) bending. …

Jan 8, 2018 · I am using AISC 360-05 for the design of a tee in flexure, as per Chapter F9. I understand sections F9.1 and F9.2 but am having trouble confirming what F9.3 does / doesn't …

Jan 24, 2022 · Plan on reviewing AISC 360: chapter E (Compression), chapter F (Flexure), chapter J (Connections) and any and all chapters and appendix related to stability. For AISC …

Feb 10, 2022 · Also: When reading the Section E7 (local buckling) of AISC 360-10, it says: " Fe = elastic buckling stress, calculated using Equations E3-4 and E4-4 for doubly symmetric …

Jan 12, 2010 · In reading AISC 360-05 (13th Edition) I'm a bit confused on Chapter J: Design of Connections, section J2.4 Weld Strength.

Jul 19, 2016 · Please refer also to Figure C-J3.3 in the Commentary of AISC 360-16 that shows how they defined single vs multiple filler plates. (2) The filler plates have long-slotted holes, so …