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Company :TEP <br />Designer :AJ <br />Job Number :TEP No. 272252.1169408 <br />Model Name:CLL03413 (10086996) <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />10/21 /2025 <br />18:42 PM <br />ApprovedS <br />Number of Reported Sections <br />5 <br />Master ID: _ <br />Number of Internal Sections <br />100 <br />Member Area Load Mesh Size in2 <br />144 <br />Consider Shear Deformation <br />Yes <br />Consider Torsional Warping <br />Yes <br />Approximate Mesh Size in <br />24 <br />Transfer Forces Between Intersecting Wood Walls <br />Yes <br />Increase Wood Wall Nailing Capacity for Wind Loads <br />Yes <br />Include P-Delta for Walls <br />Yes <br />Optimize MasonrV and Wood Walls <br />Yes <br />Maximum Number of Iterations <br />3 <br />Single <br />No <br />Multiple (Optimum) <br />Yes <br />Maximum <br />No <br />Global Axis corresponding to vertical direction <br />Y <br />Convert Existing Data <br />Yes <br />Default Global Plane for z-axis <br />Xz <br />Plate Local Axis Orientation <br />Nodal <br />Hot Rolled Steel <br />AISC 15th 360-16 : LRFD <br />Stiffness Ad'ustment <br />No <br />Notional Annex <br />None <br />Connections <br />None <br />Cold Formed Steel <br />None <br />Stiffness Ad'ustment <br />Yes Iterative <br />Wood <br />None <br />Temperature <br />< 10OF <br />Concrete <br />None <br />Masonry <br />None <br />Aluminum <br />None <br />Structure Type <br />Building <br />Stiffness Ad'ustment <br />Yes Iterative <br />Stainless <br />None <br />Stiffness Admustment <br />Yes Iterative <br />Compression Stress Block <br />Rectangular Stress Block <br />Analyze using Cracked Sections <br />Yes <br />Leave room for horizontal rebar splices 2*d bars acin <br />Yes <br />List forces which were ignored for design in the Detail Report <br />Yes <br />Column Min Steel <br />1 <br />Column Max Steel <br />8 <br />Rebar Material Spec <br />ASTM A615 <br />Warn if beam -column framing arrangement is not understood <br />No <br />Number of Shear Regions <br />4 <br />Region 2 & 3 Spacing Increase Increment in <br />4 <br />Code <br />ASCE 7-16 <br />Risk Category <br />I or II <br />Drift Cat <br />Other <br />CE <br />RISA-3D Version 22 [ MountAd ] Page 1 <br />