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Complies with the 2021 International Building Code and AISI S100-16/S2-20 <br />1. All loads are computed in accordance with AISI S100-16 , NAS for Design of Cold-Formed Steel Structural Members with Supplement 2. <br />2. Total loads shown are for single span condition and are limited by allowable bending stress or allowable end shear. Live loads shown are limited by allowable bending stress, allow <br /> able end shear, or by deß ection on 1/360 of span. <br />3. Total load values in table are based on maximum allowable stress only. To limit total load deß ection to 1/240 of span, multiply live load value shown by 1.5. <br />4. For two equal continuous spans, the total load shown in these tables will not change. The live load shown may be increased by a factor of 2.4 to maintain the L/360 live load deß e- <br /> ction limit, however live load, in any case, cannot exceed the total load shown. Combined bending and shear stresses should be investigated by the designer. <br />5. Joists must be braced against rotation at all supports. <br />6. End web crippling check is based on 3.5 inch end bearing. Joist ß anges must be fastened to the support. <br />7. Spans are based on continuous support of compression ß ange over the full length of the joist. <br />8. End shear and web crippling capacity have not been reduced for punchouts. <br />9. ā€œ a ā€œ indicates that web stiffeners are required at all supports. <br />10. Allowable ß exural strength values in the tables are based on the minimum of local, distortional, and lateral-torsional buckling. Distortional buckling <br /> strength is based on a kĻ† = 0. Higher values may be obtained when sheathing is applied to the walls resulting in a higher k-phi value.