Laserfiche WebLink
Project Title: Nautica Soundview <br /> Engineer: REP <br /> Project ID: 0580218 <br /> Project Descr. Rooftop Deck <br /> Wood Beam Project File:Nautica.ec6 <br /> LIC#.KW-06013356,BuiId:20.22.8.17 J2 Budding Consultants (c)ENERCALC INC 1983-202: <br /> DESCRIPTION: Deck Beam - uplift <br /> CODE REFERENCES <br /> Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 <br /> Load Combination Set:ASCE 7-16 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb+ 850.0 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-16 Fb- 850.0 psi Ebend-xx 1,300.Oksi <br /> Fc-Prll 1,300.0 psi Eminbend-xx 470.Oksi <br /> Wood Species Hem-Fir Fc-Perp 405.0 psi <br /> Wood Grade No.2 Fv 150.0 psi <br /> Beam Bracing Completely Unbraced Ft 525.0 psi Density 26.840pcf <br /> 0(0.04)W(-0.136) <br /> v b <br /> 4x6 <br /> Span=12.0 ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations <br /> Beam self weight NOT internally calculated and added <br /> Uniform Load : D=0.040, W=-0.1360, Tributary Width=1.0 ft <br /> DESIGN SUMMARY .- • <br /> Maximum Bending Stress Ratio = 0.494 1 Maximum Shear Stress Ratio = 0.128 : 1 <br /> Section used for this span 4x6 Section used for this span 4x6 <br /> fb:Actual = 489.63psi fv:Actual = 17.34 psi <br /> Fb:Allowable = 981.68psi Fv:Allowable = 135.00 psi <br /> Load Combination D Only Load Combination D Only <br /> Location of maximum on span = 6.000ft Location of maximum on span = 0.000ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0 in Ratio= 0<120 n/a <br /> Max Upward Transient Deflection -1.012 in Ratio= 142> 120 Span:1 :W Only <br /> Max Downward Total Deflection 0.298 in Ratio= 483> 120 Span:1 :D Only <br /> Max Upward Total Deflection -0.428 in Ratio= 336-120 Span:1 :+0.60D+0.60W <br /> Maximum Forces &Stresses for Load Combinations <br /> Load Combination M ax Stress Ra>t os oment Values --Shear Values <br /> Segment Length Span# M V Cd CFN _Ci Cr Cm Ct CL M fb F'b V fv F'v <br /> D Only 0.00 0.00 0.00 0.00 <br /> Length=12.0 ft 1 0.499 0.128 0.90 1.300 1.00 1.00 1.00 1.00 0.99 0.72 489.63 981.68 0.22 17.34 135.00 <br /> +D+0.60W 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00 <br /> Length=12.0 ft 1 0.296 0.075 1.60 1.300 1.00 1.00 1.00 1.00 0.97 0.75 509.22 1719.10 0.23 18.03 240.00 <br /> +D+0.45OW 1.300 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 <br /> Length=12.0 ft 1 0.151 0.038 1.60 1.300 1.00 1.00 1.00 1.00 0.97 0.38 259.51 1719.10 0.12 9.19 240.00 <br /> +0.60D+0.60W 1.300 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 <br /> Length=12.0 ft 1 0.410 0.104 1.60 1.300 1.00 1.00 1.00 1.00 0.97 1.04 705.07 1719.10 0.32 24.96 240.00 <br /> +0.60D 1.300 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 <br /> Length=12.0 ft 1 0.171 0.043 1.60 1.300 1.00 1.00 1.00 1.00 0.97 0.43 293.78 1719.10 0.13 10.40 240.00 <br />