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SIMPLY SUPPORTED BEAM DESIGN FALSE TRUE TRUE TRUE TRUE TRUE CB2 CJ HDR1 HDR2 CB1 HDR3 SPAN ft 15.50 MATERIAL (WOOD, STEEL)WOOD DF-L WOOD DF-L WOOD DF-L WOOD DF-L WOOD DF-L WOOD DF-L BEAM SECTION in 6x12 2x 8 6x 6 6x 8 6x12 6x 6 GRADE No.1 No.2 No.2 No.2 No.1 No.2 LOAD CASE 6:(1.0 + 0.105SDS)D + 0.525E + 0.75(L + Lr)Wood Load Duration Factor = 1.6 MAX. BENDING MOMENT lb-ft 4,881 MAX. DEFLECTION in 0.237 LEFT REACTION lbs 1,679 RIGHT REACTION lbs 1,679 LOAD CASE 7:(0.6 − 0.14SDS)D + 0.7E Wood Load Duration Factor = 1.6 MAX. BENDING MOMENT lb-ft 609 MAX. DEFLECTION in 0.030 LEFT REACTION lbs 210 RIGHT REACTION lbs 210 CHECK BENDING STRESSES MAX. BENDING MOMENT lb-ft 9,369.8 - - - - - SECTION MODULUS, S in3 121.2 13.1 27.7 51.6 121.2 27.7 BENDING STRESS psi 927.5 - - - - - CHECK BENDING STRESS RATIO 69% OK 0% OK 0% OK 0% OK 0% OK 0% OK CHECK SHEAR STRESSES #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! MAX. SHEAR FORCE lbs 2,418.0 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! SECTION AREA, A in2 63.25 10.88 30.25 41.25 63.25 30.25 SHEAR STRESS, fv psi 57.34 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! CHECK SHEAR STRESS RATIO 34% OK #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! CHECK DEFLECTION #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! MOMENT OF INERTIA, I in4 697.07 47.63 76.26 193.36 697.07 76.26 MAX. DEFLECTION, DL in 0.079 MAX. DEFLECTION, LL in 0.263 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! DEFLECTION LIMITS, LL L / 360 L / 360 L / 360 L / 360 L / 360 L / 360 CHECK DEFLECTION LL < 0.52 OK #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! MAX. DEFLECTION, DL+LL in 0.342 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! DEFLECTION LIMITS, DL+LL L / 240 L / 240 L / 240 L / 240 L / 240 L / 240 CHECK DEFLECTION (DL+LL)< 0.78 OK #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 01-23 602 S Genoa Dr 1-Story_R3.xls, Roof Beam Design 2 Page 21