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www.SSMA.com58 Copyright © 2022 by the SSMA <br />Table Notes <br />Web Crippling Conditions <br />Web Crippling Load Tables <br />Condition 1 - End Reaction - One Flange Loading <br />Condition 2 - Interior Reaction - One Flange Loading <br />Condition 3 - End Reaction - Two Flange Loading <br />Condition 4 - Interior Reaction - Two Flange Loading <br />1 <br />2 <br />3 <br />4 <br />1. Listed allowable loads apply only to S-Sections. <br />2. For back-to-back members, the listed allowable loads are for the <br />entire two-member assembly. <br />3. Listed allowable loads are based on members fastened to <br />supports, except back-to-back members under two-flange <br />loading (conditions 3 and 4) for which data for 'fastened to <br />support' is unavailable in the AISI S100 Specification. <br />4. For back-to-back members, the distance between the web <br />connectors and the flange shall be kept to a minimum. <br />5. Listed allowable loads are for unpunched webs. Capacity <br />reductions for end and interior one flange loading (conditions <br />1 and 2) near punchouts may be calculated per AISI S100 <br />Specification Section C3.4.2. <br />6. "h" refers to the flat dimension of the web. See Web Depth-to- <br />Thickness Ratios table on page 6. <br />7. See page 5 for additional table notes.