Laserfiche WebLink
, Ross Engineering Design Project Title: <br /> Engineer: Project ID. <br /> Project Descr: <br /> i Gene�a� Beam Ana� S�$ File=ClUsers\RyanlDesktoplENGWE-11Jobs11400N493L0-t1CALCS11493.ec6 <br /> y ENERCALC INC.1983-2014,Build:6.14.1.23,Ver6.14.3.31 � <br /> _� y ,r� --- -- — __ -- - <br /> �.' <br /> ..`���� .�.�a�� - ^� �u,.-. �'�" . _ <br /> Description: GT3 <br /> Generai Beam Properties <br /> Elastic Modulus 29,000.0 ksi <br /> Span#1 Span Length = 23.0 ft Area= 10.0 in^2 Moment of Inertia = 100.0 in^4 <br /> � '� -�-� "�" D(OD3)S(0.05) <br /> ♦ � � � � <br /> D(0217)S(0.362) � <br /> � � 1 � ♦ <br /> Span=23.0 ft � <br /> Applied LOads Service loads entered.Load Factors will be applied for calculations. <br /> - - -- <br /> Load for Span Number 1 <br /> Uniform Load: D=0.2170, S=0.3620 k/ft,Extent=0.0--»15.0 ft, Tributary Width=1.0 ft <br /> Uniform Load: D=0.030, S=0.050 k/ft,Extent=15.0-»23.0 ft, Tributary Width=1.0 ft <br /> Point Load: D=1.013, S=1.688 k@ 15.0 ft <br /> DESlGN SUMMARY <br /> Maximum Bending = 41.158k-ft Maximum Shear= 6.904 k <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span 11.960ft Location of maximum on span 0.000 ft <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Maximum Deflection <br /> Max Downward L+Lr+S Deflection 0.835 in <br /> Max Upward L+Lr+S Deflection 0.000 in <br /> Max Downward Total Deflection 1.336 in <br /> Max Upward Total Deflection 0.000 in <br /> Overall Maximum Deflections-Unfactoretl Loatls <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> D+S 1 1.3355 11.500 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 6.904 5.122 <br /> -- _ _ _ <br /> D Only 2.588 1.920 <br /> S Only 4.316 3.202 <br /> D+S 6.904 5.122 <br /> 4� <br /> "'"�. .:...: .._...I. I ..., I '.. <br /> ...� I__... �� � ... l���.� .. <br /> 31 -t <br /> l <br /> � <br /> ., <br /> � .. <br /> Y 21 , _._.. � .,I.'.,� <br /> -C ..�.-' �'�... <br /> N .. �....... '-.. <br /> G ..... . .. _... _ . ....._—�.... ...: ......._,�. .. <br /> O <br /> � 10 � _..�'_ <br /> � � <br /> '�I .... _'.'_.. ... <br /> ..,.. .. ^-w.o� `� <br /> EEnl,1___�.._ - " _ ' <br /> 2.19 4.49 6.79 9.09 11.34 13.69 15.99 18.29 20.59 22.89 <br /> Dktance(ft) <br /> � +o+n ■+o+�+n +o+i�+n +o+s+n +n+n.?sn�.+n.-soi+n +o+n.sso�+n.?sos+n <br /> +o+n.ec����+n +c+�.-oe+n ■+o+c-:soi,+o.-s��+n�asco�.n ■+o+a.-sc�+o.-scs+c.asniv+n :,+o+n.:so�+o.�sns+oszsce+H m+c.Eoo+n.e�����+n.ecn <br /> +G.cOC�+G.'GE+6.cGH <br />