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Project:Waxie Santa Ana PV Date:2/24/25 Wood Beam Design Joist Label: Geometry Left Overhang=True Length= Center Span=True Length= Right Overhang=True Length= Joist Spacing=Overall Length= Roof Pitch= Loads Point Load 1 Point Load 2 Point Load 3 Point Load 4 Start End Start End Start End Start End Dist Load 1 8.5 8.5 0 0 0 0 0.00 ft 40.00 ft Dist Load 2 4.80 4.80 0 0 0 0 0.00 ft 40.00 ft Dist Load 3 0 0 0 0 0 0 0.00 ft 0.00 ft Dist Load 4 0 0 0 0 0 0 0.00 ft 0.00 ft Start End Start End Start End Start End Dist Load 1 68 68 0 0 0 0 0.00 ft 40.00 ft Dist Load 2 38 38 0 0 0 0 0.00 ft 40.00 ft Dist Load 3 0 0 0 0 0 0 0.00 ft 0.00 ft Dist Load 4 0 0 0 0 0 0 0.00 ft 0.00 ft W=1.0 [1.0 for Wind loading or if not req'd per ASCE 7-16 12.4.3.1] Load Combinations D + L 0.6D +/- (.6W or .7rE) D + (.6W or .7rE)D + 0.75[L + (.6W or .7rE)] Governing Combination: Deflection Criteria ΔLL<= ΔTL<= Kcr=1.5 Joist Member Design b= 3.13 in Fv= d= 22.50 in Fb= Sx=263.67 in3 E= Ix=2966.31 in4 Emin= 265 psi 2400 psi 1800 ksi 0 #0 #0 #0.00 ft L / 360 L / 240 Section Species & Grade Orientation Strong-way 950 ksi D 0:12 .7rEh Location DL LL or .6W From Left From Left .7rEh Location DL (plf)LL (plf)or .6W (plf)From Left 0 # 0 # 0 # 0.00 ft .7rEh Location DL (psf)LL (psf)or .6W (psf) 3.125"x22.5" GLB 24F-V4 (1.8E) J-1 0 #0 #0 #20.00 ft 0 #0 #0 #0.00 ft 96'' o.c.40.00 ft 0.00 ft 0.00 ft 40.00 ft 40.00 ft 0.00 ft 0.00 ft -0.1 0.9 Sh e a r ( l b s . ) Mo m e n t ( f t - l b s . ) De f l e c t i o n ( i n . ) Page 13 of 23