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TiGe Block�ine 1 Pmjecl Til!e: I� <br /> You can rhange this area Engineer. Prc;ecl ID: <br /> usmg the'Sellings'menu i�zm Prc;ect Cesa. <br /> and th=n using the'Prin!ing& <br /> Tille Bleck•selectio�. <br /> TiUB810ckLin28 v..�,v:n¢.c:o��� i:�:�.� <br /> .St@e� BQanl --��-- --- Fle-c'COCUIL-fIC:rJmDt:hCPCtARLO-1Vi3AFCP[l:p-tEC6 <br /> �.��: <br /> ENFRC.ILC,INC.1961Ni3.Bu.^�6 13 637.Vet60.2.5 <br /> Descnpt o� ti!nCan MDR <br /> CODEREFERENCES <br /> Calculations per AISC 360-05,IBC 2006,CBC 2007,ASCE 7-OS - - - <br /> Load Combination Set:ASCE 7•05 <br /> Material Properties <br /> Malysis Ale;hc�: Allowable Strength Design Fy:Steel Yie!d: 36.0 ksi <br /> Beam Braci.�g: Completely Unbraced E:Mcdulus: 29,000.0 ksi <br /> Bending Axis: Minor Axis Bending <br /> Load Combina'ion ASCE 7•O5 <br /> -- --- --`--`-- --�.-.._-�------�------ --- <br /> ..'--..'---- - --._ . <br /> � � - �(0O651Sf00B1) - � <br /> ♦ � � � <br /> -- -_ - -= .- _ � � _ - - -. - - <br /> � � <br /> i - - ��� - - ` - - <br /> j Span=7.50 N <br /> ��.__ . . .. .___ _-------_. ._..____.._ C12x20.7 <br /> . . .__. ._.. .___-- --------._._ _---- <br /> AppliEd LOBdS Service loads enlered.Load Fadors will be app:ieC lar calculations. <br /> UnilormLoa�: D=O.C550, S=0,OB70kIN, TributaryWufth=1Aft ---- <br /> DESIGN SUMMARY <br /> ------- ------ . . <br /> MazimumBendin SlressRatio = -�"-'--�-"---��--"�-- --------- � <br /> � 9 0.208: 1 Maximum Shear Stress Ralio= � ��� �----p;029 :j-"�-- � <br /> �� Section used lor Ihis span C12x20.7 SeUion used for Ihis span C12x20J <br /> Ma:AppGed 1.027 k-ft Va:AppDea 0.5475 k <br /> � A1n I Omega:Allmvable 4.944 k•ft VnlOmega:Allowable 19.051 k ' <br /> . LoadCombina;ioo LoadCo.�nb�nation .D«S.N <br /> , Lo;ation of maXimum cn span �3 7 Oft Location of maximum on sp_n O.000 fl <br /> Span�e,here macimum ocars Span k t Span r where maximum occurs Span�1 <br /> , Maximum Defiection � <br /> � h1aK Uowmvard L+Lr+S Oe1leGion 0.052 in Ratio= 1,733 ' <br /> ' Maz Upward�+Lr+S DeOeclion 0.000 in Ratio= p�� <br /> 67ax Dovmward To1a�DeOection 0.094 in Ratio= 962 <br /> I Max Upward?otal Oefleqlon 0.000 in Ratio= 0<180 <br /> L.._._'. _.__ .' _. .._-__..-_".._._.._ i <br /> -__.-__________ .- "__ _"_ _. "'___._._.'.'__.".____.________- ' <br /> hlaximum Forces 8 Slresses for Load Combinations <br /> lwdCombinaoon 7davStmssRa6os SummaryolMomenlVatues Summaryol5hearVzlues <br /> SegmeNLengVi Spanp Id V A1max+ Mmaz- Ma•h7az tdny MnyfOmega Cb Rm VaMaz Vny Vnyl�me�a <br /> O Ony <br /> Dsgn.L= 7.SON 1 0,092 0013 0.46 OA6 816 4.94 Lt/ 1.0p 024 31.B4 15D5 <br /> �D•L.#1 <br /> D;gn.L= 7.SOIt 1 0.092 0.013 0.46 0.46 826 4.94 1,14 1.U0 0.2d 31B2 �905 <br /> �D�Lrd1 <br /> �s9al= ).SON 1 0.092 O.UtJ 0.46 0.46 B.Y� 4�4 1.14 1.OU 024 71.B2 1905 <br /> �U�S�fi <br /> Osga L= 7.50 fl 1 0.208 0.029 1.03 1.07 8.26 4.94 1.14 1.00 0.55 31.82 19A5 <br /> �D�0.750Lr�0.750L�Fi <br /> Usgn L= 7S0 ft 1 0.092 0.013 OA6 0.46 8.26 4.94 1 14 100 0.24 31.82 �9 CS <br /> �D�0750L.0.75p5�Ft <br /> Osgal= 7.50ft 1 0.179 0.025 O.BB 0.88 8.26 49q fAq 1.00 0.47 31.B2 igJS <br /> n7�W�fi <br /> Dsgn.L= ].SOft 1 0.092 0.013 0.45 0.46 8.26 4.94 1.14 1.00 0.24 31.82 19OS <br /> �0�0.70E�+i <br /> �>gn.L= 7.50 h 1 0.092 0.013 0.46 0.46 826 4.99 1.14 1.00 024 31.82 19.05 <br /> �o•o�sa<<�o.�so�w.�sow.n <br /> Dsgn.l= 750fl 1 0.092 0.0f9 0.46 0.46 926 4.94 1,14 1.00 0.24 31.82 19.05 <br /> �0�O7501�0.750$.p]SOWHi <br /> Dsgn.L= 7.50 fl 1 0.179 0.025 O.B9 0.88 8.26 A.94 1.14 1.00 0.47 31.82 1905 <br /> �C-�750Lra7.750L�0.5250Ei1i <br /> Dsgn,L= 7.Spry 7 0.092 0.013 0.48 0!5 A26 4.94 1.74 1.00 024 J182 1905 <br /> �D�O.i SOL�0.7505�0.5250E+H <br /> Dsgn.L= 7.SOfl 1 0.179 OA25 O.BB 0.68 Bi6 4^C 1.14 1D0 047 31.82 79.C5 <br /> �0.6��+15'�Fi <br />