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Ashley&Vance <br /> E N G I N E E R I N G , I N C <br />Job:201601 - Abodu One Modular - Abodu Beam/Joist Input Data <br />Description:D LR L S SDS =1.400 <br /> 1r = 1 ft of roof trib Roof 15 20 0 40 psf ΩO =2.5 <br /> 2f = 2 ft of floor trib Floor 15 0 40 0 psf <br /> 3g = 3 ft of garage trib Garage 0 0 0 0 psf <br /> 4d = 4 ft of deck trib Deck 0 0 0 0 psf <br /> 5w = 5 ft of wall trib Wall 10 0 0 0 psf <br />ROOF BEAMS adVanceBeam 2.0 <br />Trib LR L S <br />(ft) L/Xa(ft) Lu/Xb(ft)(plf) (plf) (plf) (plf)............RB 1 7.0 r 105 140 0 280 <br />0.0 f 0 0 0 0 Force Loc(ft)%Max <br />0.0 g 0 0 0 0 Bending 8.4kft 20.5 62% <br />0.0 d 0 0 0 0 Shear -3,523#20.500001 48% <br />0.0 w 0 0 0 0 <br />Spans Loc(ft)M(k*ft)Rmin Rmax <br />1 11.5 1.0 105 140 0 280 Simple Span Roller 1 0 ---312# 1,955# <br />2 9.0 1.0 105 140 0 280 Simple Span Roller 2 12 --- 591# 4,168# <br />3 15.5 1.0 105 140 0 280 Simple Span Roller 3 21 0 941# 5,944# <br />Roller 4 36 0 403# 2,488# <br />Additional Loads <br />DEFLECTIONS l / x Defl(in)Loc(ft)%Max <br />--- 0.61 28.77 --- <br />L 360 794 0.23 28.77 45% <br />E|W|S 360 416 0.45 28.77 87% <br />D+L 240 472 0.39 28.77 51%...........RB 2 3.0 r 45 60 0 120 <br />0.0 f 0 0 0 0 Force Loc(ft)%Max <br />0.0 g 0 0 0 0 Bending -1.8kft 4.5 26% <br />0.0 d 0 0 0 0 Shear -788#0 22% <br />1.0 w 10 0 0 0 <br />Spans Loc(ft)M(k*ft)Rmin Rmax <br />1 9.0 1.0 55 60 0 120 Simple Span Roller 1 0 --- <br />Roller 2 9 --- 149# 788# <br />Additional Loads <br />DEFLECTIONS l / x Defl(in)Loc(ft)%Max <br />--- 0.10 4.5 --- <br />L 360 3049 0.04 4.5 12% <br />E|W|S 360 1525 0.07 4.5 24% <br />D+L 240 1591 0.07 4.5 15%........... <br />SPAN INFO Span/Load <br />Type <br />BEAM DESIGN <br />(2)-1 3/4" x 9 1/2" LVL <br />(1)-1 3/4" x 9 1/2" LVL <br />REACTIONS <br />Max(ASD) <br /> Skip Loading Considered <br />REACTIONS <br />Max(ASD) <br />Page 1.2 of 1.52429 W Hood Ave #2 - <br />10111640912/12/2023