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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br /><Licensed Company> <br />MattB <br />Checked By : __________ <br />10/30/2025 <br />7:56:19 AM <br />RISA-3D Version 23 [ 2025-1305 Model.r3d ] Page 6 <br />Model Settings <br />Number of Reported Sections 5 <br />Number of Internal Sections 100 <br />Member Area Load Mesh Size (in2)144 <br />Consider Shear Deformation Yes <br />Consider Torsional Warping Yes <br />Approximate Mesh Size (in)24 <br />Transfer Forces Between Intersecting Wood Walls Yes <br />Increase Wood Wall Nailing Capacity for Wind Loads Yes <br />Include P-Delta for Walls Yes <br />Optimize Masonry and Wood Walls Yes <br />Maximum Number of Iterations 3 <br />Single No <br />Multiple (Optimum)Yes <br />Maximum No <br />Global Axis corresponding to vertical direction Y <br />Convert Existing Data Yes <br />Default Global Plane for z-axis XZ <br />Plate Local Axis Orientation Global <br />Hot Rolled Steel None <br />Stiffness Adjustment Yes (Iterative) <br />Notional Annex None <br />Connections None <br />Cold Formed Steel AISI S100-20: LRFD <br />Stiffness Adjustment Yes (Iterative) <br />Wood None <br />Temperature < 100F <br />Concrete ACI 318-19 <br />Masonry None <br />Aluminum None <br />Structure Type Building <br />Stiffness Adjustment Yes (Iterative) <br />Stainless None <br />Stiffness Adjustment Yes (Iterative) <br />Compression Stress Block Rectangular Stress Block <br />Analyze using Cracked Sections Yes <br />Leave room for horizontal rebar splices (2*d bar spacing)Yes <br />List forces which were ignored for design in the Detail Report Yes <br />Column Min Steel 1 <br />Column Max Steel 8 <br />Rebar Material Spec ASTM A615 <br />Warn if beam-column framing arrangement is not understood No <br />Number of Shear Regions 4 <br />Region 2 & 3 Spacing Increase Increment (in)4 <br />Code ASCE 7-16 <br />Risk Category I or II <br />Drift Cat Other