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Structural evaluation letter
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Last modified
8/15/2023 7:19:53 AM
Creation date
3/28/2017 11:32:44 AM
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. . �� � <br /> o Company : ISE Sept 23.2014 <br /> Desi�er : JRH <br /> Job Number : 6347 Checked By. <br /> Model Name : Sprirrt MS03XC197 <br /> Global <br /> Display Sections for Member Calcs 5 <br /> � . � <br /> Include Shear Deformation? Yes <br /> „ � � � <br /> � r <br /> �Trans Load Btwn Irrtersecting Wood Wall? Yes <br /> „ � _ s <br /> � .�, <br /> Area�Load Mesh (ir�^2) � � � � �� , . � �. <br /> � , ,� #�� <br /> � �� '� h`�°i.��' � - , °""u' ' : <br /> . .,. �, _ � . . F <br /> P-Delta An� sis Tolerance 0.50% <br /> Automaticl Iterate Stiffness for Walis? Yes <br /> Gravi Acceleration ft/sec^2 32.2 <br /> Ei ensolution Conv ence Tol. (1.E- 4 <br /> Gbbai Member Orierrtation Plane XZ <br /> D namic Solver Accel�ated Solver <br /> Hot Roaed Steel Code AISC 13th 360-05 :ASD <br /> RISAConnection Code AISC 13th(360-05):ASD <br /> Wood Code AF&PA NDS-05/O8:ASD <br /> Concrete Code AC I 318-11 <br /> Aluminum Code AA ADM 1-05:ASD-Build�ng <br /> Number of Shear Regions 4 <br /> Biaxial Column Method Exact Irrtegra6on <br /> Concrete Stress Block Rectan ular <br /> a �. <br /> Use Cracked Sections Slab? Yes <br /> Unused Force Wamin s? Yes <br /> - � .� <br /> �� <br /> Concrete Rebar Set REBAR SET ASTMA615 <br /> �_,; � <br /> �Max%Steel for Column 8 <br /> RISA-3D Version 12.0.2 [M:1...\...\...\...\...�6347 Sprint MS03XC197 New Handrai .r3dJ Page 1 <br />
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