2350 S Pullman St - DEF - Exterior & Interior Framing - Plan

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Complies with the 2021 International Building Code and AISI S100-16/S2-20 1. Calculated properties are based on AISI S100-16/S2-20 “North American SpeciÞ cation for Design of Cold-Formed Steel Structural Members.” 2. Minimum base metal thickness is 95% of design thickness. Design thickness used for determination of properties. 3. Effective properties are based on Fy=33ksi. For deß ection calculations, use effective Ix. Effective Ix is based on Procedure 1 of S-100/S2-20. 4. Effective properties are given as the minimum value for positive or negative bending. Section Design Thickness (in) Yield strength, Fy (ksi) Gross Properties Effective Properties Area Weight Ix Rx Iy Ry Ix Sx Ma Va (in2) (lb/ft) (in4) (in) (in4) (in) (in4) (in3) (ft-lb) (lb) 087F125-18 0.0188 33 0.072 0.244 0.009 0.354 0.035 0.698 0.008 0.016 26.61 255 087F125-27 0.0283 33 0.107 0.365 0.013 0.351 0.051 0.693 0.013 0.027 45.20 381 087F125-30 0.0312 33 0.118 0.401 0.014 0.350 0.056 0.691 0.014 0.031 50.98 420 087F125-33 0.0346 33 0.130 0.443 0.016 0.349 0.062 0.689 0.016 0.034 56.23 464 087F125-43 0.0451 33 0.168 0.572 0.020 0.345 0.079 0.684 0.020 0.043 71.00 599 150F125-18 0.0188 33 0.095 0.324 0.031 0.572 0.052 0.742 0.029 0.034 56.73 261 150F125-27 0.0283 33 0.143 0.485 0.046 0.569 0.077 0.737 0.046 0.057 94.22 390 150F125-30 0.0312 33 0.157 0.534 0.051 0.568 0.085 0.735 0.050 0.064 105.92 429 150F125-33 0.0346 33 0.174 0.590 0.056 0.566 0.093 0.733 0.056 0.071 117.31 474 150F125-43 0.0451 33 0.225 0.764 0.071 0.563 0.119 0.728 0.071 0.091 149.70 613 Member Yield Strength, Fy (ksi) Spans 4 psf 6 psf 13 psf Spacing (in) o.c. Spacing (in) o.c. Spacing (in) o.c. 12 16 24 12 16 24 12 16 24 087F125-18 33 Single 4' 5'' 4' 0'' 3' 6'' 3' 10'' 3' 6'' 3' 1'' 3' 0'' 2' 9'' 2' 5'' Multiple 5' 6'' 5' 0'' 4' 4'' 4' 9'' 4' 4'' 3' 10'' 3' 8'' 3' 4'' 2' 10'' 087F125-27 33 Single 5' 3'' 4' 9'' 4' 2'' 4' 7'' 4' 2'' 3' 8'' 3' 6'' 3' 3'' 2' 10'' Multiple 6' 6'' 5' 11'' 5' 2'' 5' 8'' 5' 2'' 4' 6'' 4' 4'' 4' 0'' 3' 6'' 087F125-30 33 Single 5' 5'' 4' 11'' 4' 3'' 4' 9'' 4' 3'' 3' 9'' 3' 8'' 3' 4'' 2' 11'' Multiple 6' 8'' 6' 1'' 5' 3'' 5' 10'' 5' 3'' 4' 7'' 4' 6'' 4' 1'' 3' 7'' 087F125-33 33 Single 5' 7'' 5' 1'' 4' 5'' 4' 10'' 4' 5'' 3' 10'' 3' 9'' 3' 5'' 3' 0'' Multiple 6' 11'' 6' 3'' 5' 6'' 6' 0'' 5' 6'' 4' 9'' 4' 8'' 4' 3'' 3' 8'' 087F125-43 33 Single 6' 0'' 5' 6'' 4' 9'' 5' 3'' 4' 9'' 4' 2'' 4' 1'' 3' 8'' 3' 3'' Multiple 7' 5'' 6' 9'' 5' 11'' 6' 6'' 5' 11'' 5' 2'' 5' 0'' 4' 7'' 4' 0'' 150F125-18 33 Single 6' 10'' 6' 2'' 5' 5'' 5' 11'' 5' 5'' 4' 9'' 4' 7'' 4' 2'' 3' 8'' Multiple 8' 5'' 7' 8'' 6' 8'' 7' 4'' 6' 8'' 5' 10'' 5' 8'' 4' 9'' 3' 8'' 150F125-27 33 Single 7' 11'' 7' 3'' 6' 4'' 6' 11'' 6' 4'' 5' 6'' 5' 4'' 4' 11'' 4' 3'' Multiple 9' 10'' 8' 11'' 7' 10'' 8' 7'' 7' 10'' 6' 10'' 6' 8'' 6' 0'' 5' 3'' 150F125-30 33 Single 8' 2'' 7' 5'' 6' 6'' 7' 2'' 6' 6'' 5' 8'' 5' 6'' 5' 0'' 4' 5'' Multiple 10' 1'' 9' 2'' 8' 0'' 8' 10'' 8' 0'' 7' 0'' 6' 10'' 6' 3'' 5' 5'' 150F125-33 33 Single 8' 6'' 7' 8'' 6' 9'' 7' 5'' 6' 9'' 5' 10'' 5' 9'' 5' 2'' 4' 6'' Multiple 10' 6'' 9' 6'' 8' 4'' 9' 2'' 8' 4'' 7' 3'' 7' 1'' 6' 5'' 5' 7'' 150F125-43 33 Single 9' 2'' 8' 4'' 7' 4'' 8' 0'' 7' 4'' 6' 4'' 6' 2'' 5' 8'' 4' 11'' Multiple 11' 4'' 10' 4'' 9' 0'' 9' 11'' 9' 0'' 7' 11'' 7' 8'' 7' 0'' 6' 1'' 1. Allowable ceiling spans are based on effective properties. 2. Multiple span indicates two ro more equal spans with channel continuous over center support. 3. Bearing length = 0.75-inches.