Laserfiche WebLink
www.SSMA.com 61Complies With 2009, 2012 and 2015 IBC <br />Table Notes <br />Ceiling/Soffit Table Notes & Bracing Details <br />Ceiling Joist Lateral Bracing <br />Anchor Brace <br />at End <br />Ceiling Joist <br />Blocking <br />Lateral Bracing <br />1. Values are for simple span conditions. <br />2. For unbraced sections, allowable moment is based on the AISI <br />S100 Section C3.1.2 with unbraced length assumed to be the <br />listed span. For mid-span braced sections, allowable moment <br />is based on AISI S100 Section C3.1.2 with unbraced length <br />assumed to be half of the listed span. <br />3. Web crippling check is based on 1" of bearing at end supports. <br />4. For spans listed with "e", web stiffeners are required at end <br />reactions. <br />5. Web crippling and shear capacity have not been reduced for <br />punchouts. If web punchouts occur near supports, members <br />must be checked for reduced shear and web crippling in <br />accordance with the AISI S100. <br />6. Listed loads are total loads and have not been modified for <br />strength or deflection calculations. <br />7. Allowable spans apply to pressures acting upwards or downwards <br />on the surface of the ceiling/soffit. <br />8. See page 5 for additional table notes. <br />General Note: <br />All connections should be designed by a <br />licensed design professional.