Connections - Bolted Joints
{"Image DocumentName": "Connections - Bolted Joints", "Image ImageDescription": "Fully Tensioned HSB, Class A Slip-Critical, design for bearing strength. No sharing of load with welds in a joint or the same force component in a connection. Standard holes, or short slots perpendicular to line of force. Oversized holes in one ply of brace diagonals allowed. Other conditions allowed if verified by testing. Ductile limit - state controls design. Yielding rather than fracture. Removed in 2010.", "Image XResolution": "37", "Image YResolution": "37", "Image ResolutionUnit": "Pixels/Centimeter", "Image Software": "SlidePlayer", "Image YCbCrPositioning": "Centered"}