Column Splices/Bases Strength requirement for partial penetration and fillet welded splices of 200% of required strength.
{"Image DocumentName": "Column Splices/BasesStrength requirement for partial penetration and fillet welded splices of 200% of required strength.", "Image ImageDescription": "Beveled transitions not required where partial penetration welds are permitted. Requirements for shear strength check of non-frame columns in all systems. Only location in the provisions that refers to elements not part of the SLRS. Clarifies use beveled transitions in CJP splices and removal of weld tabs (but not backing) per D1.8. Column base weld backing reqt\u2019s also defined.", "Image XResolution": "37", "Image YResolution": "37", "Image ResolutionUnit": "Pixels/Centimeter", "Image Software": "SlidePlayer", "Image YCbCrPositioning": "Centered"}