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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:NoREGION RESULTSRegion UC Max In Plane LC UC Shear In Plane LC UC Max Out Plane LC UC Shear Out Plane LCR10.037 55 0.039 63 0.145 3 0.006 56REINFORCEMENT RESULTSRegion Vertical Reinforcement Horizontal Reinforcement Boundary ReinforcementR1#4@32" oc ctr #4@120in oc 1-#4 ctrDetail Report: WP1 (In-Plane, Region R1)CRITERIACode:TMS 402-16: ASDSpecial Insp:NoWall Area:NCMAHor Bar Size:#4Vert Bar Size:#4No of Ten Bars:1Effective Depth (in):175 MATERIALSMasonry f'm (ksi):1.5Masonry Em (ksi):1350Steel fy (ksi):60Steel E (ksi):29000Block Material:Conc 115 pcfGrout Weight:140 pcfWall Dead Wt (psf):78GEOMETRYTotal Height (in):120Total Length (in):175Block Grouting:Fully GroutedGrout/Bar Spacing:32"Block Nom Width:8"1.5 Shear Factor:NoENVELOPE DIAGRAMSMax: 15.632 at 0 inMin: -0.212 at 120 inPk Max: 3.791 at 0 inMin: 0.135 at 120 in Vk Max: 0.011 at 0 inMin: -15.478 at 0 inMk-ftWARNINGProgram does not design masonry wall for axial tension.DESIGN DETAILS AT GOVERNING SECTIONAXIAL DETAILSfa/Fa:0.037fa (ksi):0.012Fa (ksi):0.318 Axial (k):15.632Location (in):0Load Comb:56 Rad gyration r (in):2.2h'/r:54.545Red Factor R:0.848BENDING DETAILS(fa + fb)/Fb:0.02fb (ksi):0.005Fb (ksi):0.675fs/Fs:0fs (ksi):0Fs (ksi):32 Moment (k-ft):15.475Location (in):0Load Comb:55Sect Mod S (in ):3 3.892e+04Tension St Asv (in ):2 0.1963Per of steel p:0.0001471 k*d (in):13.37j:1SHEAR DETAILSfv/Fv:0.039fv (ksi):0.003Fv (ksi):0.073Fvm (ksi):0.069Fvs (ksi):0.003Fv max (ksi):0.115 Shear (k):3.791Location (in):0Load Comb:63Corresponding M (k-ft):15.478Corresponding P (k):6.891M / (V*d):0.28 Shear St Area (in ):2 0.196Shear Spacing (in):120Peri of Bars (in):1.571Gammag:1CROSS SECTION DETAILING (1)#4 ea. cell (1) Tot8 7.625Horizontal reinforcement required at a max 120in ocNOTE: All units are in "in."Detail Report: WP1 (Out-of-Plane, Region R1)CRITERIACode:TMS 402-16: ASDSpecial Insp:NoWall Area:NCMAType of Design:ASDReinforced:YesVertical Bar Size:#4 MATERIALSMasonry f'm (ksi):1.5Masonry Em (ksi):1350Steel fy (ksi):60Steel E (ksi):29000Block Material:Conc 115 pcfGrout Weight:140 pcfWall Dead Wt (psf):78Mortar Type:Type M or SCement Type:Portland, Lime/MortarGEOMETRYTotal Height (in):120Eq Sld Thickness:7.625"An (in /in):2 7.625Block Grouting:Fully GroutedGrout/Bar Spacing:32"Loc of r/f:CenterENVELOPE DIAGRAMSMax: 0.089 at 0 inMin: -0.001 at 120 inPk/in Vk/in Mk-ft/inWARNINGProgram does not design masonry wall for axial tension.DESIGN DETAILSAXIAL DETAILSfa/Fa:0.037fa (ksi):0.012Fa (ksi):0.318 Max Axial (k/in):0.089Location (in):0Load Comb:56 Rad gyration r (in):2.2h'/r:54.545BENDING DETAILS(fa + fb) / Fb:0.097fb (ksi):0.065Fb (ksi):0.675fs/Fs:0.145fs (ksi):4.644Fs (ksi):32 M (k-ft/in):0.008Location (in):120Load Comb:3 k:0.231d (in):3.812j:0.923SHEAR DETAILSfv/Fv (ksi):0.006fv (ksi):0.0004275Fv (ksi):0.077Fv max (ksi):0.116 V (k/in):0.003Location (in):0Load Comb:56Width for Shear (in):32 Corresponding M (k-ft/in):1.616e-6Corresponding P (k/in):0.089M / (V*d):0.002Gammag:1CROSS SECTION DETAILING #4 @ 323.8127.625 NOTE: All units are in "in."z xDetail 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 1:16:15 PM 75 of 89 3201 S Halladay St 5/5/2025