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BEAM ANALYSIS <br /> <br />PREPARED BY: <br /> <br /> Client: <br /> Project: GARAGE ADDITION <br /> Location: GAR. DOOR HDR. <br /> Date: 01-08-1995 <br />Calculation By: <br /> Comment: USE 5-1/8" X 12" ~4F GLB <br /> <br /> BEAM AND LOAD DIAGR~LM <br /> <br /> RECEIVED <br /> ['NOV $1995 <br />IVJAF~ON COUNTY <br />BUILDING INSPECT~O~ <br /> <br /> I <br /> R1 R2 <br /> <br />Reaction R1 = 6,138.0 lbs. Reaction R2 6,138.0 <br />Total load = 12,276.0 lbs. ; <br /> Dimensions: Clear span = 9.Oifeet, no Overhang. <br /> <br />No point loads. <br />No triangular loads. <br />Uniform beam weight= <br />Uniform loads: U1 = <br />Deflection limit (live load plus dead load): <br /> <br />lbs. <br /> <br /> 14 lbs,/ilf (= 126 lbs. total). <br />1,350.0 lbs/:lf at 0.0 feet to 9.0 feet. <br /> 1/360. <br /> <br />BEAM TYPE LAM : 24 F GLULAM <br />COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL <br /> <br />Shear (lbs) 6,138.0 FV 165.0 Area (Sq. In.) 56 56* <br />Moment (ft-lbs) 13,810.5 FB 2,400.0 Sect.Modulus 69 101 <br />Deflection (in) 0.30 E 1.8QE6 Mom. Inertia 371 551 <br /> <br />10X <br /> <br />Actual Maximum D~flection = 0.20 i~ches. <br />Maximum Deflection occurs at 4.5 feet. <br />Maximum Moment ocaurs at 4.5 feet. <br /> <br />MINIM?JM BEAM AREA (Sq. In.): 55.80 <br /> <br />888" <br /> <br /> <br />