915 N BROADWAY WSU CAFE 2017-11-03

Table Notes 1. Allowable axial loads listed in kips(1 kip = 1,000 pounds). 6. Listed wind pressures represent calculated designed wind 2. Allowable axial loads listed are based on simple one span pressure(1.0 W based on 2009 or 0.6 W based on 2012 IBC or condition. later ASD load combinations). For deflection calculations, listed wind pressures have been reduced by 0.70 as allowed by IBC. 3. Allowable axial loads determined in accordance with AISI S100 The 5 psf pressure has not been reduced for deflection checks. Section C5 and with the assumption that axial load passes 7. End supports have not been checked for web crippling.See web through centroid of the effective section. crippling tables on page 51. 4. Allowable axial loads are based on 4'-0"on center bracing. 8. See page 5 for additional table notes. 5. Studs are assumed to be adequately braced at a maximum spacing of L.to develop full allowable moment, Ma. psf Lateral Load(Interior Walls) 350S162 3628137 362S162 362S200 Wall Spacing Height (In)oc 33 ksi 50 ksi 33 ksi 50 ksi 33 ksl 50 ksi 33 ksi 50 ksi (ft) 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 12 1.81 2.56 3.97 5.08 1.49 2.14 3.32 4.37 1.87 2.65 4.15 5.38 2.25 3.28 5,18 6.68 t 16 1.74 2.48 3.90 5.01 1.42 2.07 3.26 4.30 1.80 2.57 4.08 5.31 2.17 3.20 5.10 6.60 24 1.58 2.32 3.76 4.87 1.29 1.93 3.13 4.17 1.65 2.42 3.94 5.17 2.01 3.03 4.94 6.45 12 1.67 2.38 3.65 4.67 1.38 2.01 3.11 4.07 1.74 2.48 3.86 4.99 2.10 3.07 4.79 6.17 9 16 1.57 2.28 3.56 4.58 1.30 1.92 3.02 3.99 1.64 2.38 3.77 4.90 2.00 2.96 4.69 6.07 24 1.39 2.09 3.39 4.41 1.13 1.74 2.87 3.82 1.46 2.19 3.60 4.72 1.80 2.76 4.49 5.88 12 1.51 2.18 3.29 4.23 1.26 1.85 2.85 3.73 1.58 2.29 3.53 4.55 1.93 2.84 4.37 5.61 10 16 1.40 2.07 3.19 4.12 1.16 1.75 2.75 3.63 1.47 2.17 3.42 4.44 1.81 2.71 4.25 5.49 24 1.19 1.84 2.99 3.92 0.96 1.54 2.57 3.44 1.26 1.95 3.22 4.23 1.57 2.47 4.01 5.27 12 1.18 1.75 2.56 3.31 0.99 1.51 2.27 2.97 1.25 1.87 2.79 3.60 1.56 2.32 3.45 4.44 12 16 1.04' 1.61 2.44 3.18 0.86' 1.37 2.15 2.85 1.11 1.72 2.66 3.47 1.40 2.16 3.30 4.30 24 0.793 1.343 2.21 2.94 0.63' 1.12'- 1.93' 2.62 0.86' 1.44' 2.42 3.22 1.12' 1.86 3.03 4.03 12 0.86' 1.33 1.95 2.54 0.72' 1.15' 1.75 2.30 0.93" 1.44 2.14 2.78 1.18 1.81 2.64 3.43 14 16 0.713 1.17' 1.82' 2.40 0.59' 1.001 1.62' 2.16 0.781 1.28' 2.00 2.64 1.013 1.63' 2.48 3.27 24 0.462 0.893 1.58' 2.16' 0.342 0.73' 1.39' 1.923 0.52' 0.99' 1.751 2.38' 0.70' 1.311 2.19' 2.99 12 0.591 0.961 1.48' 1.95 0.503 0,833 1.331 1.76' 0.653 1.061 1.63' 2.14 0.841 1.36' 2.01 2.66 16 16 0.45' 0.80' 1.351 1.813 0.362 0.68' 1.20' 1.631 0.51' 0.903 1.49' 2.00' 0.671 1.183 1.86' 2.50 24 0.211 0.54' 1.121 1.573 1 0.12' 0.42' 1 0.972 1.39' 1 0.25' 0.62 3 1.25' 1.74' 0.38' 0.861.583 2.213 psf Lateral Load(interior Walls) 400S137 40OS162 400S200 5505162 Wall ki Height (n)oc 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi (ft) 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 12 1.61 2.31 3.67 4.98 2.03 2.87 4.62 6.18 2.42 3.55 5.77 7.63 2.39 3.38 5.63 7.45 16 1.55 2.25 3.61 4.91 1.96 2.80 4.55 6.11 2.34 3.48 5.70 7.56 2.34 3.33 5.58 7.41 24 1.42 2.12 3.49 4.78 1.82 2.66 4.42 5.97 2.19 3.32 5.54 7.41 2.24 3.23 5.49 7.32 12 1.52 2.20 3.49 4.79 1.91 2.72 4.37 5.85 2.28 3.37 5.43 7.19 2.32 3.31 5.55 7.41 9 16 1.44 2.12 3.42 4.70 1.82 2.63 4.28 5.76 2.19 3.27 5.33 7.10 2.26 3.24 5.49 7.35 24 1.28 1.95 3.27 4.54 1.65 2.46 4.11 5.59 2.00 3.08 5.14 6.91 2.13 3.12 5.38 7.24 12 1.41 2.07 3.28 4.49 1.77 2.56 4.08 5.4- <.. 3.16 5.04 6.70 2.25 3.22 5.41 7.35 10 16 1.31 1.97 3.19 4.38 1.67 2.45 3.97 5.36 2C1 3.04 4.92 6.58 2.16 3.14 5.34 7.27 24 1.12 1.77 3.00 4.18 1.46 2.23 3.77 5.14 1.79 2.81 4.69 6.34 2.00 2.99 5.19 7.12 12 1.16 1.76 2.77 3.75 1.46 2.17 3.41 4.54 1.79 2.69 4.19 5.57 2.05 3.00 5.04 6.87 12 16 1.03 1.62 2.64 3.61 1.32 2.02 3.27 4.39 1.63 2.53 4.03 5.41 1.93 2.89 4.93 6.76 24 0.80 3 1.36' 2.40 3.35 1.06' 1.74 3.01 4.12 1.35 2.22 3.74 5.11 1.71 2.68 4.71 6.54 12 0.90' 1.41 2.22 2.96 1.14 1.75 2.71 3.57 1.43 2.19 3.32 4.39 1.81 2.72 4.54 6.23 14 16 0.753' 1.25' 2.08 2.80 0.981 1.58 2.55 3.41 1.25' 2.00 3.14 4.21 1.66 2.57 4.39 6.07 24 0.49' 0.96' 1.811 2.52' 0.70' 1.26' 2.27' 3.10 0.92' 1.65' 2.82 3.88 1.37 2.29 4.11 5.78 12 0.65s 1.083 1.74 2.30 0.843 1.35' 2.12 2.78 1.07' 1.71 2.60 3.42 1.53 2.39 3.95 5.45 16 16 0.50 1 0.913 1.59 3 2.14' 0.681 1.173 1.96' 2.61 0.891 1.514 2.41 3.24 1.35 2.20 3.77 5.26 24 0.231 0.611 1.321 1.861 0.391 0.851 1.67 3 2.313 0.56 2 1.16 1 2.091 2.91' 1.021 1.87 3.43 4.90 if no note,deflection meets 41720 'Deflection meets 41120 2Defiection meets 41240 3Deflec7/on meets 41360 'Deflection meets 41600 U I ! K u((D,ti LeC Complies With 2009,2012 and 2015 IBC www.SSMA.com 31