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

Home Browse Search

SIMPLY SUPPORTED BEAM DESIGN FALSE FALSE FALSE FALSE FALSE FALSE RJ CJ HDR1 HDR2 CB1 HDR3 SPAN ft 12.00 14.00 6.00 5.50 18.00 3.00 MATERIAL (WOOD, STEEL)WOOD DF-L WOOD DF-L WOOD DF-L WOOD DF-L WOOD DF-L WOOD DF-L BEAM SECTION in 2x 8 2x 8 6x 6 6x 8 6x12 6x 6 GRADE No.2 No.2 No.2 No.2 No.1 No.2 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 1.20 1.20 1.00 1.00 1.00 1.00 BENDING STRESSES, F'b psi 1,242 1,242 875 875 1,350 875 SHEAR STRESSES, F'v psi 207 207 170 170 170 170 MODULUS OF ELASTICITY ksi 1,600 1,600 1,600 1,600 1,700 1,600 UNIFORM DISTRIBUTED LOAD OVER FULL SPAN ROOF TRIB. WIDTH ft 1.33 1.33 6.00 8.00 CEILING TRIB. WIDTH ft 1.33 1.33 6.00 12.00 8.00 FLOOR TRIB. WIDTH ft DECK TRIB. WIDTH ft WALL HEIGHT ft 3.50 3.50 3.50 WALL TYPE (EXT, INT)EXT EXT EXT AUTO CALC BEAM WEIGHT TOTAL DEAD LOAD (D plf 19.95 7.98 90.93 189.00 72.00 231.00 TOTAL ROOF LIVE LOAD (L plf 26.60 - 26.60 120.00 - 160.00 TOTAL FLOOR LIVE LOAD (L plf - 26.60 26.60 120.00 240.00 160.00 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 1 Page 16