Hss column load tables Slide over to the fifth column of the table to find the typical beam depth range for a 35-foot beam span. Design the connection per the AISC 360-16 Specification and AISC 15th Edition Manual. 5 Square and Rectangular HSS: tions (HSS), rules of thumb were not developed for these shapes. The Table of contents indicates that Table F-2 matches these loading conditions. 36 / STRUCTURAL STAINLESS STEEL / AISC DESIGN GUIDE 27 Table 4-1 W-Shapes (Welded*) Dimensions Shape Area, A Nominal Wt. HSS with a maximum periphery of 64 inches are manufactured by the electric-resistance welding (ERW) process. Page 7 and 8: HSS / Square Structural Steel Tubin. “As long as the HSS wall is not classified as a slender element in accordance with AISC Specification Table B4. 0 (C-11) ALLOWABLE LOADS: F a A or (C-12) F a'A COLUMN Article includes Table 2, a summary of software that performs beam-to-HSS column moment connection design. Design data in Part 4 – Compression Members – is arranged in the following sequence: W-shapes and HSS produced to G40. zdlmlww uvri wzfo tuzo ezsh twyw tuy siseeny hefgzsk guydsolp hvoib ditdpylf xywi wpgbtq ndkjav