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Detail Report: WP1Masonry WallR1N2 N1 N4 N3 120 in 175 inCRITERIACode:TMS 402-16: ASDSpecial Insp:NoDesign Rule:TypicalSeismic DesignRule:OrdinaryWall Area:NCMATransfer In?:NoTransfer Out?:NoK:1Use Cracked?:YesIn Icr Factor:0.5Out Icr Factor:0.5Custom Regions:No MATERIALSMaterial Type:MasonryMaterial Set:Concrete MatlMasonry f'm (ksi):1.5Masonry Em (ksi):1350Steel fy (ksi):60Steel E (ksi):29000Block Material:Conc 115 pcfGrout Weight:140 pcfMortar Type:Type M or SCement Type:Portland, Lime/MortarGEOMETRYTotal Height (in):120Total Length (in):175Total Lintel Depth (in):16Block Nom Width:8"Block Grouting:Fully Grouted1.5 Shear Factor:No REGION RESULTS Region UC Max In Plane LC UC Shear In Plane LC UC Max Out Plane LC UC Shear Out Plane LC R1 0.037 55 0.039 63 0.145 3 0.006 56 REINFORCEMENT RESULTS Region Vertical Reinforcement Horizontal Reinforcement Boundary Reinforcement R1 #4@32" oc ctr #4@120in oc 1-#4 ctr Detail Report: WP1 (In-Plane, Region R1) CRITERIA Code:TMS 402-16: ASD Special Insp:No Wall Area:NCMA Hor Bar Size:#4 Vert Bar Size:#4 No of Ten Bars:1 Effective Depth (in): 175 MATERIALS Masonry f'm (ksi):1.5 Masonry Em (ksi):1350 Steel fy (ksi):60 Steel E (ksi):29000 Block Material:Conc 115 pcf Grout Weight:140 pcf Wall Dead Wt (psf): 78 GEOMETRY Total Height (in):120 Total Length (in):175 Block Grouting:Fully Grouted Grout/Bar Spacing:32" Block Nom Width:8" 1.5 Shear Factor:No ENVELOPE DIAGRAMS Max: 15.632 at 0 in Min: -0.212 at 120 in P k Max: 3.791 at 0 in Min: 0.135 at 120 in V k Max: 0.011 at 0 in Min: -15.478 at 0 in M k-ft WARNING Program does not design masonry wall for axial tension. DESIGN DETAILS AT GOVERNING SECTION AXIAL DETAILS fa/Fa:0.037 fa (ksi):0.012 Fa (ksi):0.318 Axial (k):15.632 Location (in):0 Load Comb:56 Rad gyration r (in):2.2 h'/r:54.545 Red Factor R:0.848 BENDING DETAILS (fa + fb)/Fb:0.02 fb (ksi):0.005 Fb (ksi):0.675 fs/Fs:0 fs (ksi):0 Fs (ksi):32 Moment (k-ft):15.475 Location (in):0 Load Comb:55 Sect Mod S (in ):3 3.892e+04 Tension St Asv (in ):2 0.1963 Per of steel p:0.0001471 k*d (in):13.37 j:1 SHEAR DETAILS fv/Fv:0.039 fv (ksi):0.003 Fv (ksi):0.073 Fvm (ksi):0.069 Fvs (ksi):0.003 Fv max (ksi):0.115 Shear (k):3.791 Location (in):0 Load Comb:63 Corresponding M (k- ft): 15.478 Corresponding P (k):6.891 M / (V*d):0.28 Shear St Area (in ):2 0.196 Shear Spacing (in):120 Peri of Bars (in):1.571 Gammag:1 CROSS SECTION DETAILING (1 ) # 4 e a . c e l l (1 ) T o t 8 7. 6 2 5 Horizontal reinforcement required at a max 120in oc NOTE: All units are in "in." Detail Report: WP1 (Out-of-Plane, Region R1) CRITERIA Code:TMS 402-16: ASD Special Insp:No Wall Area:NCMA Type of Design:ASD Reinforced:Yes Vertical Bar Size:#4 MATERIALS Masonry f'm (ksi):1.5 Masonry Em (ksi):1350 Steel fy (ksi):60 Steel E (ksi):29000 Block Material:Conc 115 pcf Grout Weight:140 pcf Wall Dead Wt (psf): 78 Mortar Type:Type M or S Cement Type:Portland, Lime/ Mortar GEOMETRY Total Height (in):120 Eq Sld Thickness:7.625" An (in /in):2 7.625 Block Grouting:Fully Grouted Grout/Bar Spacing:32" Loc of r/f:Center ENVELOPE DIAGRAMS Max: 0.089 at 0 in Min: -0.001 at 120 in P k/in V k/in M k-ft/in WARNING Program does not design masonry wall for axial tension. DESIGN DETAILS AXIAL DETAILS fa/Fa:0.037 fa (ksi):0.012 Fa (ksi):0.318 Max Axial (k/in):0.089 Location (in):0 Load Comb:56 Rad gyration r (in):2.2 h'/r:54.545 BENDING DETAILS (fa + fb) / Fb:0.097 fb (ksi):0.065 Fb (ksi):0.675 fs/Fs:0.145 fs (ksi):4.644 Fs (ksi):32 M (k-ft/in):0.008 Location (in):120 Load Comb:3 k:0.231 d (in):3.812 j:0.923 SHEAR DETAILS fv/Fv (ksi):0.006 fv (ksi):0.0004275 Fv (ksi):0.077 Fv max (ksi):0.116 V (k/in):0.003 Location (in):0 Load Comb:56 Width for Shear (in):32 Corresponding M (k-ft/ in): 1.616e-6 Corresponding P (k/in):0.089 M / (V*d):0.002 Gammag:1 CROSS SECTION DETAILING #4 @ 32 3. 8 1 2 7. 6 2 5 NOTE: All units are in "in." z x Detail Report: WP1 (Region R1) SEISMIC DETAILING AT OPENINGS: Min. Vert. Bar at Wall Openings (Section 7.3.2.3.1):1-#4 within 16 in each side of openings N/A Min. Hori. Bar at Wall Openings (Section 7.3.2.3.1):1-#4 at top and bottom of openings N/A AT WALL EDGE: Min. Vert. Bar at Wall Edge (Section 7.3.2.3.1):1-#4 within 8 in of wall ends PASS AT TOP OF WALL: Min. Hori. Bar at Top of Wall (Section 7.3.2.3.1):1-#4 within 16 in of top of wall PASS HORIZONTAL REINFORCEMENT: Min. Hori. Bar Size (Section 7.3.2.3.1):#4 (0.196 sq. in)PASS Max Hori. Bar Spacing (Section 7.3.2.3.1):120 in PASS VERTICAL REINFORCEMENT: Min. Vert. Bar Size (Section 7.3.2.3.1):#4 (0.196 sq. in)PASS Max Vert. Bar Spacing (Section 7.3.2.3.1):120 in PASS MORTAR CHECK: Mortar Check (Section 7.4.4.2.2):Mortar Type M or S cement lime or mortar cement PASS *No checks are provided for seismic detailing requirements at roof and floor diaphragms, at wall corners, for dowels or through control joints. Additional requirements may apply for seismic design categories D, E and F. Refer to TMS 402 Chapter 7 for additional requirements. RISA-3D Version 22 [ Risa_01.r3d ] Company Designer Job Number Model Name : : : : DOTec Corp. MA B2411094_000 RL Construction Checked By : ALG 3/6/2025 1:16:14 PM 71 of 89 3201 S Halladay St 5/5/2025