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n Company LJC Nov 5. 2014 <br />�HR�SA De Ker ' RJD <br />MJ ea Job Nu'nber 14049901 Checked By LJC <br />i c c n w o l o o 1 e s Mobel Name Bay Equ ty <br />Global <br />Display Sections for Member Calcs <br />15 <br />Max Internal Sections for Member Calcs <br />97 <br />!include Shear Deformation? <br />Yes <br />Inclutle Warping? <br />Yes <br />Trans Load Btwn Intersecting Wood Wall? <br />Yes <br />Increase Nailin Ca aciy for Wind? <br />Yes <br />Area Load Mesh in^2 <br />144 <br />Mere Tolerance in <br />12 <br />P-Delta Analysis Tolerance <br />0.50% <br />Include P-Delta for Walls? <br />Yes <br />Automatic) Iterate Stiffness for Walls? <br />Yes <br />Maximum Iteration Number for Wall Stiffne <br />Si <br />1 Gravity Acceleration misec42 <br />386.4 _ <br />Wall tJlesh S¢e in <br />12 <br />I Ei ensolu"on Convergence Tol. 1.E- <br />4 <br />Vertical Axis <br />IY <br />Global Member Orientation Plane <br />XZ <br />Static Solver <br />S arseAccelerated <br />D namic Solver <br />I Accelerated Solver <br />Hot Rolled Steel Code <br />None <br />RISAConnection Code <br />None <br />Cold Formed Steel Code <br />None <br />Wood Code <br />None <br />Wood Temperature <br />< 100F <br />Concrete Code <br />None <br />Mason Code <br />None <br />Aluminum Code <br />_ <br />AA ADM1-10 ASD - Building_ <br />Number of Shear Regions <br />4 <br />Re ion S acin Increment in <br />4 <br />Biaxial Column Method <br />Exact Integration <br />Parme Beta Factor(PICA) <br />.65 <br />Stress Block <br />Rectangular <br />(Concrete <br />Use Cracked Eactlons? <br />Yes <br />Use Cracked Sections Slab? <br />Yes <br />Bad Framin Warnin s? <br />No <br />Unused Force Warnin s� <br />Yes <br />Min 1 Bar Diam. Spacing? <br />No <br />Concrete Rebar Set <br />REBAR SET ASTMA615 <br />Min % Steel for Column <br />1 <br />[Max % Steel for Column <br />8 <br />RISA-3D Version 12 0 2 \Signs\Protects\2014\140499\140499-01\140499-01 - MODEL.r3d] Page 1 <br />