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Company Designer Job Number Model Name : : : : DOTec Corp. MA B2411094_000 RL Construction Checked By : ALG 3/6/2025 1:15:55 PM RISA-3D Version 22 [ Risa_01.r3d ] Member Area Loads (BLC 1 : DL) Node ANode BNode CNode DDirection Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces 1 N4 N3 N7 N8 Y Two Way -5 -5 -5 -5 Yes Member Area Loads (BLC 3 : RLL) Node ANode BNode CNode DDirection Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces 1 N1 N2 N3 Y Two Way 0 0 0 Yes 2 N4 N3 N7 N8 Y Two Way -20 -20 -20 -20 Yes Member Area Loads (BLC 7 : WN1) Node ANode BNode CNode DDirection Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces 1 N4 N3 N1 N2 Z Two Way -15 -15 -15 -15 Yes 2 N6 N8 N7 N5 Z Two Way -12 -12 -12 -12 Yes 3 N2 N4 N8 N6 X Two Way 12 12 12 12 Yes 4 N3 N1 N5 N7 X Two Way -12 -12 -12 -12 Yes 5 N3 N7 N8 N4 Y Two Way 12 12 12 12 Yes Member Area Loads (BLC 13 : EX) Node ANode BNode CNode DDirection Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces 1 N3 N7 N8 N4 X Two Way -3.2 -3.2 -3.2 -3.2 Yes Member Area Loads (BLC 14 : EZ) Node ANode BNode CNode DDirection Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces 1 N3 N7 N8 N4 Z Two Way -3.2 -3.2 -3.2 -3.2 Yes Masonry Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Self Weight [k/ft³] f'm [ksi] Flex Steel [ksi] Shear Steel [ksi] 1 Concrete Matl 1350 540 0.25 0.6 Custom 1.5 60 60 2 Clay Matl 1050 420 0.25 0.6 Custom 1.5 60 60 3 Gen Masonry 1050 420 0.25 0.6 0.08 1.5 60 60 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 7 A1085 29000 11154 0.3 0.65 0.49 50 1.25 65 1.15 8 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 Member Primary Data Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 1 M9 N28 N21 HSS4X4X1/8''Beam BAR A500 Gr.B Rect Typical 2 M10 N27 N22 HSS4X4X1/8''Beam BAR A500 Gr.B Rect Typical 3 M11 N26 N23 HSS4X4X1/8''Beam BAR A500 Gr.B Rect Typical 68 of 89 3201 S Halladay St 5/5/2025