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

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SIMPLY SUPPORTED BEAM DESIGN FALSE FALSE TRUE TRUE TRUE TRUE FJ GIRDER SPAN ft 9.00 7.50 MATERIAL (WOOD, STEEL)WOOD DF-L WOOD DF-L WOOD DF-L WOOD DF-L WOOD Prllm WOOD Prllm BEAM SECTION in 2x 6 4x 8 2x10 4x12 5.25x11.25 5.25x11.875 GRADE No.2 No.2 No.2 No.1 Prllm2.0E Prllm2.0E ALLOWABLE STRESSES REPETITIVE MEMBER YES YES NO NO NO NO REPETITIVE FACTOR, Cr 1.15 1.15 1.00 1.00 1.00 1.00 SIZE FACTOR, Cf 1.30 1.30 1.10 1.10 1.00 1.00 BENDING STRESSES, F'b psi 1,346 1,346 990 1,100 2,900 2,900 SHEAR STRESSES, F'v psi 207 207 180 180 290 290 MODULUS OF ELASTICITY ksi 1,600 1,600 1,600 1,700 2,000 2,000 UNIFORM DISTRIBUTED LOAD OVER FULL SPAN ROOF TRIB. WIDTH ft CEILING TRIB. WIDTH ft FLOOR TRIB. WIDTH ft 1.33 7.50 DECK TRIB. WIDTH ft WALL HEIGHT ft WALL TYPE (EXT, INT) AUTO CALC BEAM WEIGHT TOTAL DEAD LOAD (D plf 19.95 112.50 TOTAL ROOF LIVE LOAD (L plf - - TOTAL FLOOR LIVE LOAD (L plf 53.20 300.00 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, 1st Floor Beam Design 1 Page 22