Design of bolted and welded connectionsfollow the same basic procedures as are defined inAISC (1989) and ANSI/AWS D14.1. The primary changesare in the levels of allowable stresses that have beenestablished to provide design factors of 2.40 or 3.60 withrespect to fracture for Design Categories A or B, respectively.
![State-of-the-Art Review on Seismic Design of Steel Structuresbruneau/ASCE 2018 Uang and... · 2018. 10. 22. · AISC-341-16 or ANSI/AISC-341-16 (AISC 2016b)] has grown to rival in](https://img.pdfslide.us/doc/110x75/60a7209e0cf3d2144079e9d6/state-of-the-art-review-on-seismic-design-of-steel-structures-bruneauasce-2018.jpg)
![Local buckling of I-shape members bent about their weak axis ......CAN-CSA S16-14 (CSA 2014), AISC-ANSI 360-16 (AISC 2016), and EN1993-1-1 (Eurocode 3)], specifies limitations on the](https://img.pdfslide.us/doc/110x75/608964964bb3194e5d05115d/local-buckling-of-i-shape-members-bent-about-their-weak-axis-can-csa-s16-14.jpg)
