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Company : Velocdel,Inc. June i6,2015 Company : Velocdel,Ina June 16,2015 <br /> Designer : Alex Bragg 9�50 AM Desgner : Alex Bragg 9:50 AM <br /> Job Number : 10106030 Watertank Hantlrail-Revision#1 Checkcd By:Neal Turbow Job Number : 10104030 WateAank Handrail-Revision#1 Checked By.Neal Turbow <br /> Global G/obal.Continued <br /> Dis la Sections for Member Calcs �5 '�.Seismic Code ASCE 7-10 <br /> Mau Internal Sedions for Member Calcs 97 Seismic Base Elevation ft Not Entered <br /> �Include Shear Deformation? �Yes Add Base Wei ht? -Yes <br /> InGude War in ? Yes Ct Z .02 <br /> Trans Load Btwn Interseain Wood Wali? 'Yes Ct X .02 <br /> Increase Nailin Ca acit for Wnd? Yes T Z sec Not Entered <br /> Area Load Mesh in^2 �144 T X sec Not Entered <br /> Mer e Tolerance in .12 R Z 3 <br /> ��.P-Delta Anal sis Tolerance 0.50% R X 3 <br /> Include P-Delta for Walls? Yes Ct Ex .Z .75 <br /> Automaticl Iterate Stiffness for Walls7 Yes Ct Ex .X 75 <br /> Maximum Ileration Numberfor Wall Stiffnes .SD1 1 <br /> ��Gravit Acceleration ft/sec^2 322 �SDS 1 <br /> Wall Mesh Size in 12 S1 1 <br /> Ei ensolutionConver enceTol. 1.E- 4 �.TL sec 5 <br /> Vertical Axis Y Risk Cat I or II <br /> Giobal Member Orientation Plane XZ eismic Detailin Code ASCE 7-05 <br /> Static Solver S arse Accelerated m Z 1 <br /> IDynamic Solver Accelerated Solver m X 1 <br /> . ho Z 1 <br /> �Hot Rolled Steel Code AISC 13th 360-OS�.LRFD ho X t <br /> Ad�ust Stiffness? Yes Iterative <br /> �RISAConnection Code �AISC 13th 360-OS:LRFD <br /> Cold Formed Steel Code AISI St 00-10:ASD Member Primarv Data <br /> ��.Wood Code AF&PA NDS-12-ASD <br /> Wood Tem ature <t00F Joim in ioNsha T e' i d� Ru� <br /> Concrete Code � ACI 318-11 1 � N60 N7 1 5 .Sx4 wtle Flan e r.36 ic I <br /> WWe Fla <br /> Maso� Code ACI 530.11:ASD <br /> Aluminum Code i AA ADM1-10�.ASD-Buildin 3 M3 N78 M7 180 L2.Sx2.5x4 Beam woe Fian e A36 r.36 T ical <br /> —� 4 M4 N77 N76 1 0 2.Sx2.5x4 eam �de Flen e A r.36 T �cal <br /> '�.Number of Shear Re ions 4 5 M5 N76 � MS 180 L2.Sx2.5x4 Beam �/de Flange A36 r 36 T ical <br /> Re ion S acin Increment in 4 1 VJbe Flan e � <br /> Biaxial Column Method Exact Int ration 7 M7 N74 N73 180 L2Sx2.5x4 Beam v�nde Fia�qe� A36 Gr.36 T ical <br /> Parme Beta Factw PCA 65 8 73 N 1 x .Sx4 e '�e F� e A r. T i I <br /> 9 M9 N7 Mt 180 L2.Sx25x4 Beam �de Fianye A36 Gr.36 T ical <br /> iConcrete Stress Block Rectan ular X4 v�ide Fian e T � <br /> Use Cracked Sections? Yes <br /> Bad Framin Wamin s? No 11 M11 MO N69 180 25x2.5x4 Beam v�nde Fianqe A36 Gr 36 T ical <br /> Unused Force Wamin s? Yes � N . x4 VNde F�an e � <br /> Min 1 Bar Oiam.S acin � No 13 M1 N67 1 i L25x Sx4 Beam�N/de Fiar,ge�, q36 r3 T i al <br /> Wide Flan e <br /> Concrete Rebar Set REBAR SET ASTMA615 <br /> Min%Steel for Column 1 15 M15 N66 N65 ' 180 ��L2 Sx2.5x4'•Beam vv�de Fian e A36 Gr36 T ical <br /> Max%Steel for Cotumn 8 x v�ide Fian e r T i <br /> 17 - 17 N 1 L .Sx .5x4 e m �de Flan e A36 r. 6 � T i <br /> Wide Flan e <br /> 19 M19 N62 N61 180 L2.Sx2.5x4!Beam��de Fia�e q36 r.36 � T ical <br /> 0 1 x4 VNde Fla e � <br /> N 1 '� N 00 � L am �`/de Flan e 36 r.3 T i <br /> Wide Flan e � T � <br /> 23 M23 N62 NS N200 90 L2x2x6 Beam �de Fiange A36 Gr.36 ��, T ical <br /> 4 4 N63 N7 N200 90 L2x Beam �de Flan e p3fi Gr.36 T ic <br /> 25 M25 N64 N9 N200 90 L2x2x6 Beam `/�%ae Flange A36 r 36 T ical <br /> �� y Nhde Flan e f. T i <br /> 27 M27 N66 N13 � N200 ' 90 L2x2x6 Beam �de Fian e A36 Gr 36 � T icai <br /> 8 M28 N67 N15 N200 9 L2x2 6 Beam �aeFla e A36 r.36 T ical <br /> 29 M29 N68 N17 - N200 90 L2n2x6 Beam `/�deFian9e- A36 r.36 T ical <br /> WWe Flange � <br /> 31 M31 N70 N21 N200 � 90 L2x2x6 Beam �de Fian e A36 r.36 T ical <br /> M N71 23 N 00 90 L2 Wide Flan e 36 r.36 T ical <br /> 33 M33 N72 N25 N200 90 L2x2x6 Beam �de Fiange A36 Gr.36 T ical <br /> RISA3D Version 11.OA [Y:\...\._1...\. \Structural\RISA\rev 1�handrail-10104030-Rev 1.Bd] Page 1 RISA-3D Version 11.0.0 [Y�.\...1..\...\_.\Structural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 2 <br />