Two steel framing connection details utilize structural steel configurations with W6x and C6 shapes. A beam frames into a wide-flange column or girder web with a two-bolt shear tab connection, featuring a three-inch edge distance and specific notch dimensions for the supported member. A vertical or alternative beam-to-column connection utilizes a three-bolt shear tab arrangement with typical three-inch vertical spacing. Both connections incorporate weld symbols at the shear tab interface and maintain specified clearances from the supporting flange.
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