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Guard and Rail <br />Element Size w Length Weight Increment Dist Load Slope Adj Dist Load <br />(plf)(in)(lbs)(in)(plf)(rad)(plf) <br />Guard Post 2x2x1/8 3.04 42 10.64 48.00 2.66 0 2.66 <br />Guard Vert 1x1x0.109 1.25 35.000 3.65 4.00 10.94 0 10.94 <br />Guard Rail 2x2x1/8 1.25 1.25 0.57 1.48 <br />Guard Rail 2x2x1/8 2.72 2.72 0.57 3.22 <br />Handrail 1.5 SP 2.72 2.72 0.57 3.22 <br />21.53 <br />Guardrail <br />Size Length Slope Adj Length Load M fy Sxr Sx Ix E Delta Ratio <br />(in)(rad)(in)(lbs)(lb-in)(ksi)(in^3)(in^3)(in^4)(ksi)(in) <br />2x2x1/8 96 0.57 114 200 5689 32 0.1976 0.4860 0.4860 29000 0.44 261 <br />2x2x1/8 117 0 117 200 5850 32 0.2031 0.4860 0.4860 29000 0.47 247 <br />1.5 SP 96 0.57 114 200 5689 35 0.1806 0.3090 0.2930 29000 0.72 157 See Enercalc <br />1.5 SP 90 0 90 200 4500 35 0.1429 0.3090 0.2930 29000 0.36 252 <br />1x1x0.109 34 0 34 50 425 32 0.0148 0.0951 0.0476 29000 0.03 1146 <br />0.5x0.5x0.083 34 0 34 50 425 32 0.0148 0.0149 0.0037 29000 0.38 89 <br />0.75x0.75x0.109 34 0 34 50 425 32 0.0148 0.4580 0.0172 29000 0.08 414 <br />Stair 2 Frame A Foundation <br />E:-935 (lbs)Lateral Load <br />h:9 (ft)Load Height <br />w:1.50 (ft)Footing Width <br />d:2 (ft)Footing Depth <br />L:6.50 (ft)Footing Length <br />Q:1500 (psf)Bearing Pressure <br />D:1356 (lbs)Dead Load <br />Moments @Toe <br />Sds:1.049 (g)Seismic Parameter <br />0.7Ev:0.147 (g)Seismic Vertical Effect <br />lf:0.453 ASD Load Factor for Uplift <br />Me:-10285 (lb-ft)ASD Overturning <br />Md:4407 (lb-ft)Dead Load Moment <br />0.75Me:-7714 (lb-ft)ASD Overturning Reduced per 12.13.4 <br />lfxMd:1997 (lb-ft)Resisting Dead Load Moment Allowed <br />Mf:9506.25 (lb-ft)Resisting Foundation Moment <br />Mapp:3789 (lb-ft)Sum of Moments about Toe <br />lfxD:614.45784 (lbs)Resisting Dead Load Allowed <br />Wf:2925 (lbs)Footing Weight <br />P:3539.45784 (lbs)Sum of Vertical Forces <br />Mapp/P:1.0706408 (ft)Location of Vertical Force Resultant from Toe <br />Lq:3.21192241 (ft)OK Length of Triangular Bearing <br />Q:1469.29985 (psf)OK Bearing Pressure at Toe <br />Page 15 <br />Selected