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Tile Block Una 1 <br />You can change this area <br />using Ihe'Sel6ngs menu item <br />and than using the 'Printing 6 <br />Titie Block' selection. <br />Title Black Une 6 <br />General Beam Analysis <br />Description: Fence Pest <br />General Beam Properties <br />Bastic Modulus 29,000.0 ksi <br />Span #1 Span Length = <br />Proiecl Tile: <br />Engineer: <br />Project Descr. <br />Ile= Rt_21117 Pmlecu%l 7402.10 aNboad <br />6.667 ft Area - 10.0 in"2 <br />L(1,5) W(a.1275) <br />Tile Black line 1 <br />Ptoied ID: <br />You can change this area <br />using the'Serings menu item <br />and than using the'Pdnting 8 <br />Tide Block' selection. <br />n.-iaoscan. 2X. <br />Title Block Line <br />rasa prate1dw Fe l-exa.n e ec6 c <br />d Pn,(" <br />m General BeaAnalvsis <br />Moment of Inertia = 100.0 W4 <br />Aoolied Loads Service bads entered. Load Factors will be applied for calculations. <br />Load(s) for Span Number 1 <br />Point Load: L= 0.50 k 0,, 0.83334,(Handrail LL) <br />Pant Load: W=0.4275kQ3.667ft, (WindLoad) <br />Moment: D=0.4333 k-ft, Loc= 4.167 ft in span. (Dead Load) <br />DESIGN SUMMARY <br />Maximum Bending = <br />2.504k-ft <br />Maximum Shear= <br />0.9275k <br />Load Combination -12040.50Ur L+W+1.601-1 <br />Load Combination <br />+12DD+0,5OLr+L+W+1.GDH <br />Location of maximum on span <br />ODWft <br />Location of maximum on span <br />0.000 ft <br />Span #where maximum COMIS <br />Span # 1 <br />Span At where maximum occurs <br />Span # 1 <br />Maximum Deflection <br />Max Downward Transient Deflection <br />0.009 in <br />17214 <br />Max Upward Transient Deflection <br />0.000 in <br />0 <br />Max Downward Total Deflection <br />0.010 in <br />15268 <br />Max Upward Total Deflection <br />0.000 in <br />0 <br />Maximum Forces & Stresses for Load Combinations <br />Load Combination Max Stress Red. <br />Sunpnsy. of M menr Values <br />Summary of Shear Values <br />Segment Length Span M V <br />Mmax* <br />Mmax• <br />Ma -Max Mra Mmpmega Cb <br />Pon Va Max <br />Vnx Vnx/Omaga <br />Overall WX.- Envelcxpa <br />Osgn.L= 111 1 <br />•Z50 <br />2.50 <br />0.93 <br />+1.40D+1.60H <br />Dsgn L = 6.67 ft 1 <br />-0,61 <br />0.61 <br />.0.00 <br />+120D40.50Lr+1.60L+1.6OH <br />Dsgn. L= 6.67ft 1 <br />-1.19 <br />1.19 <br />0.60 <br />+120D+1.6OL40,50S+1.60H <br />Dagn.l= 6,67ft 1 <br />-1.19 <br />1.19 <br />0.80 <br />+1.20D+1.60Lr+0.50L+1.60H <br />DWI 6.67ft 1 <br />-0.73 <br />0.73 <br />0.25 <br />+12OD+1.6OLr40.5OW+1.60H <br />Daga L= 6.67 If 1 <br />•1.30 <br />1.30 <br />0.21 <br />+1.2OD40.50L+1.60S+1,60H <br />Dsgn. L = 6.67 ft 1 <br />-0.73 <br />0.73 <br />0.25 <br />+120D+1 SOS40,50WASOH <br />Dsgn L= 6.67ft 1 <br />-1.30 <br />1.30 <br />0.21 <br />+1.20D40S0Lr+L+W+1.60H <br />Dsgn. L = 6.67 a 1 <br />-2.50 <br />2.50 <br />0.93 <br />4120D+L40.509+W+1.60H <br />Dsgn. L = 6.67 ft 1 <br />.2.50 <br />2.50 <br />0.93 <br />+1201D+0.501-+0.70S+E+1.SOH <br />DsOn.L= 6.67ft 1 <br />.0.73 <br />0.73 <br />0.25 <br />40.901)+WASOH <br />Dsgn.L= 6.67ft 1 <br />-1.96 <br />1.96 <br />0.43 <br />40.90D+E40.90H <br />Dsgn.L= 6.67ft 1 <br />-0.39 <br />0.39 <br />0.00 <br />Overall Maximum Defletkions <br />Load Combination Span Max. =' Del <br />Local In Span <br />Load Carlbkatlon <br />MeI De0 <br />Location in Span <br />+D+0.60W+H 1 D.0105 <br />6.667 <br />0.0000, <br />01000 <br />Project Tile: <br />Engineer: <br />Project Descr. <br />Proled ID: <br />Vertical Reactions <br />Support rotation: Far left is#1 Values In KIPS <br />Load Combinelan <br />Support St"M2 ...- <br />Oeeral tAx,mum <br />0.567 <br />Overall MlNim•,an <br />0.000 <br />+O+H <br />.0,000 <br />+D+L+H <br />0.500 <br />+DHt+H <br />-0,000 <br />+D+6+il <br />.0.000 <br />+D+0.750Lr+0.750L+H <br />0.375 <br />+D+0.75OL+0.75OS-H <br />0.375 <br />+D-0'SC +H <br />0.257 <br />4D+O.70E+H <br />.0.000 <br />+D+0.7SOU-0.750L+045OW-H <br />0.567 <br />+D+0.750L+0.75OS+0.450W+H <br />0.567 <br />+13+0.750L40.7505+0.5250E+1-1 <br />0.375 <br />+0.60D+0.6OW+0.60H <br />0257 <br />40.60D40.7DE+0.60H <br />OA00 <br />O Only <br />-0.000 <br />Lr Onty <br />L Ony <br />0.500 <br />s ony <br />W Only <br />0.426 <br />E only <br />H Orly <br />D/S <br />