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B~A~ S~m~ ~ 5 FT. <br /> <br />BEAM CARRIES ROOF/SNOW LOAD <br /> <br />DECK BEAMS (SHORT) <br /> <br />LOAD CASE 1 UNIFORM LOAD ON FULL SPA/q <br />LOAD = 2025 PLF. <br /> <br />LOAD CASE: 1 <br /> <br />GLUI2%M BEAM USED: <br /> FB= 2200 PSI. <br /> FV~ 165 PSI. <br /> FC PERP= 625 PSI. <br /> E= 1700000 PSI. <br /> <br />MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS= <br /> <br />V ~ 4218 M = 6328 D = 17 /Ix <br /> <br />REACTION (LEFT) = 5062.5 LBS. <br />REACTION (RIGHT) = 5062.5 LBS. <br /> <br />BEA/~ING AREA REQ'D = 8.100001 IN2. <br />BEARING AREA EEQ'D = 8.100001 IN2. <br /> <br />SX = 30.01423 IN3. <br />AV (MIN)= 33.34388 <br /> <br />MINIMUM BEAM SIZE <br /> <br />IN2. <br /> <br />3.125 <br /> <br />X 10.5 <br /> <br />MAX. DEFLECTION = 5.639132E-02 <br />A(PROVIDED) = 32.8125 IN2. <br />SX (PROVIDED) = 57.42188 IN3. <br />IX(PROVIDED)= 301.4649 IN4. <br /> <br />INCHES = L~ 1063.994 <br /> D.F. = 1.014947 <br /> <br /> <br />