602 S Genoa Dr & Unit# 2 - Plan - Laserfiche WebLink

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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 ALLOWABLE STRESSES REPETITIVE MEMBER NO YES NO NO NO NO REPETITIVE FACTOR, Cr 1.00 1.15 1.00 1.00 1.00 1.00 SIZE FACTOR, Cf 1.00 1.20 1.00 1.00 1.00 1.00 BENDING STRESSES, F'b psi 1,350 1,242 875 875 1,350 875 SHEAR STRESSES, F'v psi 170 207 170 170 170 170 MODULUS OF ELASTICITY ksi 1,700 1,600 1,600 1,600 1,700 1,600 UNIFORM DISTRIBUTED LOAD OVER FULL SPAN ROOF TRIB. WIDTH ft CEILING TRIB. WIDTH ft 12.00 FLOOR TRIB. WIDTH ft DECK TRIB. WIDTH ft WALL HEIGHT ft WALL TYPE (EXT, INT) AUTO CALC BEAM WEIGHT TOTAL DEAD LOAD (D plf 72.00 TOTAL ROOF LIVE LOAD (L plf - TOTAL FLOOR LIVE LOAD (L plf 240.00 PARTIALLY DISTRIBUTED LOAD ROOF TRIB. WIDTH ft CEILING TRIB. WIDTH ft FLOOR TRIB. WIDTH ft DECK TRIB. WIDTH ft WALL HEIGHT ft WALL TYPE (EXT, INT) TOTAL DEAD LOAD (D plf - TOTAL ROOF LIVE LOAD (L plf - TOTAL FLOOR LIVE LOAD (L plf - FROM (LEFT SUPPORT) ft LENGTH OF LOAD ft TRIANGULAR DISTRIBUTED LOAD ROOF TRIB. WIDTH ft TOTAL DEAD LOAD (D plf - TOTAL ROOF LIVE LOAD (L plf - CONCENTRATED LOADS P1 DEAD LOAD (P D ) lbs ROOF LIVE LOAD (P Lr) lbs FLOOR LIVE LOAD (P L ) lbs LATERAL, P (W or 0.7E) lbs DIST. (LEFT SUPPORT) ft P2 DEAD LOAD (P D ) lbs ROOF LIVE LOAD (P Lr) lbs FLOOR LIVE LOAD (P L ) lbs LATERAL, P (W or 0.7E) lbs DIST. (LEFT SUPPORT) ft 01-23 602 S Genoa Dr 1-Story_R3.xls, Roof Beam Design 2 Page 19