800 N Tustin Ave Unit #H - Plan - Laserfiche WebLink

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SIMPLY SUPPORTED BEAM DESIGN FALSE TRUE FALSE FALSE TRUE TRUE TJI CB2 HDR1 HDR2 HDR3 HDR4 SPAN ft 31.00 8.00 6.50 MATERIAL (WOOD, STEEL)WOOD DF-L WOOD Prllm WOOD DF-L WOOD Prllm WOOD Prllm WOOD DF-L BEAM SECTION in 6x16 3.5x14 4x10 3.5x14 3.5x14 4x 8 GRADE No.1 Prllm2.0E No.2 Prllm2.0E Prllm2.0E No.2 ALLOWABLE STRESSES REPETITIVE MEMBER NO NO NO NO NO NO REPETITIVE FACTOR, Cr 1.00 1.00 1.00 1.00 1.00 1.00 SIZE FACTOR, Cf 0.97 1.00 1.20 1.00 1.00 1.30 BENDING STRESSES, F'b psi 1,308 2,900 1,080 2,900 2,900 1,170 SHEAR STRESSES, F'v psi 170 290 180 290 290 180 MODULUS OF ELASTICITY ksi 1,700 2,000 1,600 2,000 2,000 1,600 UNIFORM DISTRIBUTED LOAD OVER FULL SPAN ROOF TRIB. WIDTH ft 4.00 2.00 16.00 21.00 13.00 CEILING TRIB. WIDTH ft 1.33 - - 7.00 7.00 FLOOR TRIB. WIDTH ft DECK TRIB. WIDTH ft WALL HEIGHT ft 6.00 6.00 3.00 WALL TYPE (EXT, INT)EXT EXT EXT AUTO CALC BEAM WEIGHT TOTAL DEAD LOAD (D plf 39.80 127.90 267.20 TOTAL ROOF LIVE LOAD (L plf 40.00 20.00 160.00 TOTAL FLOOR LIVE LOAD (L plf - - - 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 CHILLER CB1 DEAD LOAD (P D ) lbs 0.8 618.2 ROOF LIVE LOAD (P Lr) lbs 620.0 FLOOR LIVE LOAD (P L ) lbs - - LATERAL, P (W or 0.7E) lbs - - DIST. (LEFT SUPPORT) ft 1.00 15.50 P2 CHILLER DEAD LOAD (P D ) lbs 0.8 ROOF LIVE LOAD (P Lr) lbs FLOOR LIVE LOAD (P L ) lbs LATERAL, P (W or 0.7E) lbs DIST. (LEFT SUPPORT) ft 6.50 35-24 UMIH Suite H_SANTA ANA_R0.xls, Roof Beam Design 1 Page 14 800 N Tustin Ave Unit #H1/23/2025