Typical beam-to-column simple connections at the floor level appear through a plan section, section A-A, and section B-B. Wide-flange beams frame into a wide-flange column using connecting bolts and web plates sized per the connection schedule. Section B-B incorporates horizontal stiffener plates matching the web plate thickness, welded as indicated, along with K1 dimensions per AISC standards. Clearances and bolt setbacks are detailed with typical dimensions.
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