Laserfiche WebLink
Ross Engineering Design Project Title: <br /> ' ' Engineer: Project ID: <br /> Project Descr: <br /> - --- - <br /> � General Beam Anal SIS Fi�e=ClUserslRyanlDesktop\ENGWE-11Jobs1140011493L0-11CALCS11493ec6 <br /> y ENERCALC INC.1983 2074,Build:6.14.1.23,Ver 6 14.3.31� <br /> --- ——�--� — -_ - - -- <br /> �. d <br /> �. ` �'i . X' . r ."' , _ . . . <br /> ' ' ..: r,''' ' y....1,�`'. �' � � ..� . .. ' . . . . <br /> ':... .S-�:... . <br /> Descnption: GT1 <br /> General Beam Properties <br /> Elastic Modulus 29,000.0 ksi <br /> Span#1 Span Length = 37.50 ft Area= 10.0 in^2 Moment of Inertia = 100.0 in^4 <br /> D(0.061 S(O.0 <br /> � � ♦ � ♦ <br /> D(0.075)S(0.125) <br /> � ♦ � � � <br /> � Span=37.W ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations._ <br /> Load for Span Number 1 <br /> Uniform Load: D=0.0750, S=0.1250 k/ft,Extent=0.0--»15.0 ft, Tributary Width=1.0 ft <br /> Uniform Loatl: D=0.060, S=0.10 k/ft,Extent=15.0-»37.50 ft, Tributary Width=1.0 ft <br /> DESIGN SUMMARY <br /> Maximum Bending= 30.420 k-ft Maximum Shear= 3.480 k <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span 18.00Oft 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 1.680 in <br /> Max Upward L+Lr+S Deflection 0.000 in <br /> Max Downward Total Deflection 2.687 in <br /> Max Upward Total Deflection 0.000 in <br /> Overall Maximum Deflections-Unfactored Loads <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> D+S 1 2.6873 18.750 0.0000 0.000 <br /> Vertical Reactions-Unfactoretl Support notation:Far left is#1 Values in KIPS <br /> Loatl Combination Support 1 Support 2 <br /> Overall MAXimum 3.480 3.120 <br /> D Only 1.305 1.170 <br /> S Oniy 2.175 1.950 <br /> D+S 3.480 3.120 <br /> �� <br /> , I _ I ,.._._ _._..__....._,___ <br /> 23 .. ��-�- -..� . � <br /> �� <br /> __ � _ --- . �I� <br /> 15 `�-- � <br /> v� � <br /> _. ___. .._._'___ � <br /> � . . _� --_.-.._ <br /> o J _._...... . . �._.. . <br /> ` H .�_,. � -- �-.-r�` <br /> � � .,�.�.^- � -_I �"`� <br /> 2.E�'vP:l--�» <br /> 356 731 IlA6 14.81 18.56 2231 26.06 29.81 33.56 3731 <br /> Distance(ft} <br /> � +U+H ■+C�+L+H +[-�+l�+H +C+c+H +G+[�.'s-PL�+D.]56L+H +D+�.lS�L+D.]SGS+H <br /> +�+�.E61•!+M +Dt�.]�Etry ■+G+6.'SGL•+G.`S6L�G�SGI!'+M ■+G�+G.'>6La0-]SL�S+D.aS�I��aH st+C+6.]56L+O.lSDS+D_S256Etry�+G.6DD+D.6G-v!+O.60H <br /> ¢+D.e�DfG.JGEt�.6GM <br />