Laserfiche WebLink
, Ross,Engineering Design Project Title: <br /> Engineer: Project ID: <br /> Project Descr: <br /> ! WOOCI B@8C11 F��e=QlUserslRyanlDesktop\ENGWE-1Wobsi140011493L0-1\CALCS\1493.ec5 ; <br /> ENERCALC,INC.1983-2014,Build.6.14.1.23,Ver.6.14.3.31 ; <br /> ,. ,�.,;�, <br /> < , . , Y: -- --,.-... . <br /> Description: H5 <br /> CODE REFERENCES <br /> Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 <br /> Load Combination Set: ASCE7-10 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elas(iciry <br /> LoadCombination�,SCE7-10 Fb-Compr 900.Opsi Ebend-xx 1,600.Oksi <br /> Fc-Prll 1,350.0 psi Eminbend-xx 580.0 ksi <br /> Wood Species : DouglasFir-Larch Fc-Perp 625.0 psi <br /> Wood Grade :No.2 Fv 180.0 psi <br /> Ft 575.0 psi Density 32.210 pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsion buckling <br /> � � � � � � <br /> � <br /> 4x8 <br /> Span=6250 k <br /> Applied Loads �>� � � � � <br /> ti,:�� -� i�r� , i �,ac .�.,,, ,... -� �,,� <br /> Beam self weight calculated and added to loads <br /> Uniform Load: D=0.0750, S=0.1250, Tributary Width=1.0 ft <br /> �-� _���: <br /> DES�GN SUMMARY ;� �"�!. ?��� • _.�..y, <br /> Maximum Bending Stress Ratio = G.33� 1 Maximum Shear Stress Ratio = a.�I7? : 1 <br /> Section used for this span 4x8 Section used for this span 4x8 <br /> fb:Actual = 393.04psi fv:Actual = 30.78 psi <br /> FB:Allowable = 1.170.00psi Fv:Allowable = 180.00 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 3.125ft Location of maximum on span = 5.657ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward L+Lr+S Deflection 0.024 in Ratio= �08S <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.040 in Ratio= =,, <br /> Max Upward Total Deflection 0.000 in Ratio= <180 <br /> Overall Maximum Deflections-Unfactored Loatls <br /> Load Combination Span Max.""De8 Location in Span Load Combination Max."+"Defl Location in Span <br /> -- -- — -- - <br /> D+S 1 0.0399 3.148 0.0000 0.000 <br /> Vertical Reactions-Unfactored Support notation:Far leftis#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 0.643 0.643 <br /> D Only 0.252 0.252 <br /> S Only 0.391 0.391 <br /> D+S 0.643 0.643 <br />