2900 GRAND AVE FARMERS MARKET 2020-04-06

Combined Axial and Lateral Load Tables JC145FCO Allowable Combined Axial and Lateral Load Tables 15 psf Lateral Load • Wall 4005137-(mils) 4905162-(mils) 4005200-(mils) 5505162-(mils) HSpacing Haight 33 ksi 50 ksi 33 ksi 50 kai 33 ksi 50 ksi 33 ksi 50 ksi (ft) (In.)o.c. 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 12 1.79 2.49 3.77 5.08 2.22 3.05 4.73 6.25 2.63 3.76 5.92 7.72 2.53 3.49 5.74 7.58 8 16 1.70 2.49 3.77 5.08 2.21 3.05 4.73 6.25 2.63 3.76 5.92 7.72 2.53 3.49 5.74 7.58 24 1.397 2.34 3.77 5.08 1 867 3.00 4.73 6.25 2.30 3.74 5.92 7.72 2.53 3.49 5.74 7.58 12 1.68 2.43 3.65 4.90 2.16 2.97 4.54 6.00 2.57 3.65 5.65 7.36 2.51 3.47 5.67 7.58 9 16 1.487 2.40 3.65 4.90 1.94 2.97 4.54 6.00 2.38 3.65 5.65 7.36 2.51 3.47 5.67 7.58 24 1.106 2.026 3.657 4.90 1.526 2.637 4.54 6.00 1.926 3.27 5.65 7.36 2.35 3.47 5.67 7.58 12 1.477 2 37 3.50 4.67 1.91 2.88 4.32 5.69 2.35 3.52 5.34 6.95 2.48 3.43 5.58 7.47 10 16 1.246 2.137 3.50 4.67 1.666 2.717 4.32 5.69 2.067 3.35 5.34 6.95 2.48 3.43 5.58 7.47 24 0.803 1.686 3.346 4.677 1.176 2.226 4.146 5.697 1.536 2.786 5.237 6.95 2.08 3.39 5.58 7.47 12 1.045 1.846 3.136 4.08' 1.396 2.346 3.807 4.92 1.766 2.887 4.66 5.99 2.30 3.32 5.32 7.13 12 16 0.753 1.543 2.926 4.086 1.083 2.016 3.576 4,927 1.416 2.496 4.476 5.99 2.027 3.27 5.32 7.13 24 0.252 1.002 2.433 3.573 0.522 1.423 2.983 4.486 0.773 1.803 3.796 5.666 1.496 2.746 5.307 7.13 12 0.632 1,323 2.446 3.366 0.903 1.71' 2.936 4.076 1.203 2.126 3.646 4.937 1.866 3.03 4.96 6.64 w 16 0.332 0.992 2.143 3.053 0.572 1,363 2.583 3.766 0.812 1.693 3.246 4,716 1 516 2.686 4,967 6.64 24 0.412 1.612 2.482 0.732 1.972 3.143 0.152 0.962 2.543 4.023 0.883 2.036 4.276 6.476 12 0.302 0.862 1.801 2.51 0.502 1.17 2.15 3.08 0.71 1.46 2.68 3.84 1.40 2.48 4.44 6.02 16 16 0.532 1.502 2.19 0.172 0.81 1.80 2.73 0.33 1.04 2 28 3.45 1.01 2.07 4.01 5.97 24 0.982 1.64 0.19 1.21 2.13 0.31 1.60 2.78 0.32 1.33 3.24 5.16 15 psf Lateral Load Wall Spacing 6005137-(mlls) 6005162-(mils) 600S200-(mils) Height (in.) 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi (ft) o.c. 33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 12 1.88 2.62 3.90 5.14 7.62 2.55 3.52 5.72 7 56 11.50 2.99 4.44 7.56 10.02 15.60 8 16 1.88 2.62 3.90 5 14 7 62 2.55 3.52 5.72 7.56 11.50 2.99 4.44 7.56 10.02 15.60 24 1.88 2.62 3.90 5.14 7.62 2.55 3.52 5.72 7.56 11.50 2.99 4.44 7.56 10.02 15.60 a 12 1.88 2.62 3.90 5.14 7.62 2.55 3.52 5.72 7.56 11.50 2.97 4.40 7.46 9.89 15.38 16 1.88 2.62 3.90 5.14 • 7.62 2.55 3.52 5.72 7.56 1150 2.97 4.40 7.46 9.89 15.38 24 1.78 2.62 3.90 5.14 7.62 2.52 3.52 5.72 7.56 11.50 2.97 4.40 7.46 9.89 15.38 0 12 1.88 2.62 3.90 5.14 7.62 2.54 3.52 5.72 7.56 11.50 2.95 4.35 7.33 9.72 15.11 16 1.88 2.62 3.90 5.14 7.62 2.54 3.52 5.72 7.56 11.50 2.95 4.35 7.33 9.72 15,11 24 1.61 2.62 3.90 5.14 7.62 2.29 3.52 5.72 7.56 11.50 2.74 4.35 7.33 9.72 15.11 12 12 1.83 2.62 3.90 5.14 7.62 2.49 3.44 5.60 7.52 11.50 2.88 4.22 6.99 9.27 14.40 16 1.61 2.62 3.90 5.14 7.62 2.24 3.44 5.60 7.52 11.50 2.67 4.22 6.99 9.27 14.40 24 1.206 2.217 3.90 5.14 7.62 1.756 3.067 5.60 7.52 11.50 2.147 3.79 6.99 9.27 14.40 14 12 1.567 2.56 3.90 5.14 7.62 2.107 3.33 5.32 7.13 11.28 2.51 4.04 6.55 8.68 13.45 16 1.286 2.276 3.90 5.14 7.62 1.786 3.02' 5.32 7.13 11.28 2.156 3.70 6.55 8.68 13.45 24 ..112,,Q 1.736 3.646 5.146 7.62 1.173 2.406 4.916 7.13' 11.28 1.496 2.976 6.187 8.68 13.45 12 1.266) 2.246 3.90' 5.14 7.62 1.676 2.846 4.94 6.62 10.42 2.036 3.467 6.01 7.97 12.32 16 16 0 1.886 3736 5.146 7.62 1.293 2.446 4.696 6.627 10.42 1.616 2.996 5.827 7.97 12.32 24 0.282 1.223 3.113 4.626 7.626 0.602 1.723 3.916 6.086 10.427 0.843 2.143 4.926 7.566 12.327 15 psf Lateral Load • 8003137-(mils) 800S162- 8006137- 8005162- (mils) 8005200•(mlis) 33 kai 50 ksi 33 ksi 50 ks1 33 ksi 50 ksi (mils) (mils) 33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 12 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7 32 11.33 3.07 4.58 7.85 10.38 16.07 d 16 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5 51 7 32 11.33 307 4.56 7.85 10.38 16.07 24 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7 32 11.33 3.07 4.58 7 85 10.38 16.07 9 12 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7.32 11.33 3.07 4.58 7.85 10.38 16.07 16 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7.32 11.33 3.07 4.58 7.85 10.38 16.07 24 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7.32 11.33 3.07 4.58 7.85 10.38 16.07 12 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7.32 11.33 3.07 4.58 7.85 10.38 16.07 16 1.79 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7.32 11.33 3.07 4.58 7.85 10.38 16.07 24 1.75 2.50 _ 3.62 4.80 7.27 2.49 3.44 5.51 7.32 1133 3.07 4„58 7.85 10.38 16.07 12 1.79 2.50 3.62 4.80 7.27 2.49 344 5.51 7.32 11.33 3.07 4.58 7.85 10.38 1607 12 16 1.76 2.50 3.62 4.80 7.27 2.49 3.44 5.51 7.32 11.33 3.07 4.58 7.85 10.38 16.07 24 1.46 2.49 3.62 4.80 7.27 2.17 3.44 5.51 7.32 11.33 2.76 4.58 7.85 10.38 16.07 4 12 1.74 2.50 3.62 4.80 7.27 2.49 3.44 5 51 7.32 11.33 3.03 4.51 7 70 10.25 16.07 16 1.53 2.50 3.62 4.80 7.27 2.25 3.44 5 51 7.32 11.33 2.82 4.51 7.70 10.25 16.07 24 1.127 2.17 3.62 4.80 7.27 1.75' 3.13 5.51 7.32 11.33 2.24 4.27 7.70 10.25 16.07 16 12 1.53 2.50 3.62 4.80 7.27 2.24 3.44 5.51 7.32 11.33 2.75 4.40 7.41 9.87 15.52 16 1.267 2.29 3.62 4.80 7.27 1.917 3.28 5.51 7.32 11.33 2.38 4.33 7.41 9.87 15.52 24 0.746 1.816 3.567 4.80 7.27 1.276 2.676 5.51 7.32 11.33 1.665 3.627 7.41 9.87 15.52 1 Deflection exceeds 11120 6 Deflection exceeds L/600 2 Deflection exceeds 0240 7 Deflection exceeds U720 3 Deflection exceeds U360 -If not noted,deflection is less than U720 22 See Combined Axial and Lateral Load Table Notes on page 20.