A sloped wide flange steel member connects using high-strength bolts and partial joint penetration welds. The assembly incorporates a field splice with four seven-eighths-inch high-strength bolts, supplemented by a one-half-inch full-depth stiffener plate per sheet S6.1. Additional framing members including wide flange beams and columns intersect the primary member with welded and bolted connections. A working point is designated at the upper connection interface, with weld sizes specified at three-eighths inch.
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