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BEAM SfAN -- 10 FT. <br /> <br />BEAM CARRIES ROOF/SNOW LOAD <br /> <br />DECK EEA S (LONG <br /> <br />LOAD CASE 1 UNIFORM LOAD ON FULL SPAN <br />LOAD = 2025 PLF. <br /> <br />LOAD CASE: 1 <br /> <br />GLULAM BEAM USED: <br /> FB= 2400 PSI. <br /> FV= 165 PSI. <br /> FC PERP = 625 PSI. <br /> Em 1800000 PSI- <br /> <br />MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: <br /> <br />V = 8437 M ~ 25312 D = 253 /Ix <br /> <br />REACTION (LEFT) ~ 10125 LBS. BEARING AREA REQ'D -- 16.2 IN2. <br />REACTION (RIGHT) = 10125 LBS, BEARING AREA REQ'D = 16.2 IN2. <br /> <br />SX = 110.0522 IN3. <br />AV {MIN) = 66.69565 IN2. <br /> <br />MINIMUM BEAM SIZE = 5.125 X <br /> <br /> MAX. DEFLECTION = .2407723 <br /> A(PROVlDED) = 69.1875 IN2. <br /> SX (PROVIDED) <br /> IX(PROVIDED)' <br /> <br /> 13.5 <br /> <br /> INCHES = L/ 498.3961 <br /> <br />= 155.6719 IN3. D.F, = .9869982 <br />1050.785 IN4. <br /> <br /> <br />