8130 EVERGREEN WAY DAVITA DIALYSIS 2024-12-30

KINGWORKS Eng neritle: Prect ID: STRUCTURAL Pr jectDescr: RENGINEERS Wood Beam Project File:230621 KW23113 NSR DAVITA-MEMBER CHECKS.ec6 LIC#:KW-06019395,Build:20.23.05.25 kingworks (c)ENERCALC INC 1983-2023 DESCRIPTION: (E) SLEEPER CHECK AT NARROWER UNITS -SLEEPER STOPS AT DUCT DROP CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set: IBC 2021 Material Properties Analysis Method: Allowable Stress Design Fb+ 900.0 psi E:Modulus of Elasticity Load Combination IBC 2021 Fb- 900.0 psi Ebend-xx 1,600.0ksi Fc-Prll 1,350.0 psi Eminbend-xx 580.Oksi Wood Species Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade No.2 Fv 180.0 psi Ft 575.0psi Density 31.210pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.169 0.05) D o.015 S 0.05 D 0.015 S o.05 2.0 X 2.0 2.0 X 2.0 2.0 X 2.0 Span-0.6660 ft Span=4.0 ft Span=4.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load for Span Number 1 Uniform Load : D=0.0150, S=0.050 k/ft, Extent=0.0--»0.6660 ft, Tributary Width = 1.0 ft Point Load : D=0.1680, S =0.0830 k @ 0.0 ft Load for Span Number 2 Uniform Load : D=0.0150, S =0.050 , Tributary Width = 1.0 ft Point Load : D=0.1680, S=0.0830 k @ 3.333 ft Load for Span Number 3 Uniform Load : D=0.0150, S =0.050 , Tributary Width = 1.0 ft DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.915 1 Maximum Shear Stress Ratio = 0.584 : 1 Section used for this span 2.0 X 2.0 Section used for this span 2.0 X 2.0 fb:Actual = 1,634.23psi fv:Actual = 120.80 psi F'b = 1,785.38psi F'v = 207.00 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 0.666ft Location of maximum on span = 3.866 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#2 Maximum Deflection Max Downward Transient Deflection 0.053 in Ratio= 910>=360 Span:3:S Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.053 in Ratio= 298-180 Span:3: +D+S Max Upward Total Deflection -0.022 in Ratio= 2210-180 Span:3: D Only Maximum Forces &Stresses for Load Combinations Load Combination Max tress aUos Moment Values Shear Values Segment Length Span# M V CD CM Ct CLx CF Cfu C i Cr M fb F'b V fv F'v D Only 0.0 0.00 0.0 0.0 Length=0.6660 ft 1 0.742 0.406 0.90 1.00 1.00 1.00 1.500 1.00 1.00 1.15 0.12 1,036.9 1,397.3 0.18 65.8 162.0 Length=4.0 ft 2 0.742 0.406 0.90 1.00 1.00 1.00 1.500 1.00 1.00 1.15 0.12 1,036.9 1,397.3 0.15 65.8 162.0 Length=4.0 ft 3 0.283 0.406 0.90 1.00 1.00 1.00 1.500 1.00 1.00 1.15 0.04 395.9 1,397.3 0.04 65.8 162.0 Page 14 of 40