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. :.DATE: 12/23/2021 COMPANY: Jason E Stanek RECEIVED
VITRUVIUS BUILD: Base DESIGNED BY: Jason Stanek APR 1 9 2022
CUSTOMER: REVIEWED BY: Jason Stanek
PROJ.ADDRESS: -- OFFICE C l� CITY OF F`>r ECT NAME: BUILDING DIVISION
LEVEL: NOT YET ASSIGNED LOADING: ASD
MEMBER NAME New Floor Beam CODE: 2018 International Building Code
MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS
MATERIAL: _Solid Sawn
Douglas Fir-Larch No.2 (1)3.5 X 7.25 DRY
Nevt Floor Beam DIAGRAM
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BEAM PROPERTIES
i Start(ft):0 End(ft):7 Member Slope:0/12 Actual Length(ft):7
1 Area lx Iy BSW Lams G Ka
I (ma) (in') (in') (lbf/ft) Creep Fedor
I 25.38 111.15 25.9 5.79 1 0.5 1
STRENGTH PROPERTIES
Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fcl(psi) E(psi)x10` Emin(psi)x10
Base Values 900 575 180 1350 625 1600 580
Adjested Values 1170 690 180 1417 625 1600 580
1 1 1 1 1 1
CM 1 1 1 1 1 1 1
CI 1 1 1 1 1 1 1
CF 1.3 1.2 1 1.05 1 1 1
Bending Adjustment Factors Cf =1 Cr=1
BEAM DATA
Unbraced Length(ft) Beam End
Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Le t) CL(Right)
1 7 0 7 0 1.00 0.99 1.00 1.00
PASS [AR
PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD
Shear S Y(psi) PASS(52.0%) 86A 180.0 0 D+L 1
Bending Y(psi) PASS(eI4.4%) 1001.5 1170.0 3.5 D+L 1
• (in) PASS(60.9%1 0.091(=L/922) 0.233(=L/360) 3.5 L
Bearing (psi) PASS(80.9%) 119A 625.0 0 D+L 1
REACTIONS Units for V:Ibf Units for M:Ibf-ft
Y axis DEAD LIVE UVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH
A 412 1050 0 0 0 0 0 0 0 0 0
B 412 1050 0 0 0 0 0 0 0 0 0
Reaction Location
B
A
Member Name:New Floor Beam Page 2
LOAD LIST
type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction
Uniform(Ibf/ft) 300 300 0 7 Live Y
Uniform(ibf/fr) 112 112 0 7 Dead Y
Self Weight(Ibf/ft) 5.79 5.79 0 7 Dead Y
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