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<br />PROJECT SimonMed Santa Ana <br />PROJECT NO. 2023-0187 DATE 6/11/2024 <br />CLIENT BY PJP PAGE NO. <br /> <br /> <br />Total Number of Connections to Backing; N = 4 <br /> <br />Tension from Fp acting Front to Back; Tconn = EH*Fp*Wp/N * (Hcg/HT) = 95 lb <br /> <br />Shear from Fp acting Side to Side; Vconn = (EH*Fp*Wp)/N * (Hcg/HT) = 95 lb <br /> <br />Connection; ScrewTStud; = (4) #14 SMS to 16 ga min <br />Allowable Tension; TStoSall = 275 lb <br />Allowable Shear; VStoSall = 704 lb <br /> <br />Check = ifelseif(TStoSall<Tconn, “No Good”, VStoSall<Vconn, “No Good”, if( Vconn/VStoSall + Tconn/TStoSall > 1, “No Good”, “OK”)) = "OK" <br />Utilization; U = Vconn/VStoSall + Tconn/TStoSall = 0.48; Check = "OK" <br /> <br />Check Backing <br />Stud Spacing; Spacing = 16 in <br />Moment Demands; Mxmax = Vconn*Spacing/4 = 381 lb_in <br /> <br />Backing; “Boxed 6x16ga Track” <br />Allowable Moment X; Mxall = 13776 lb_in; Mxmax/Mxall = 0.03 <br /> <br />Check Backing to Stud Connection <br />Number of Connections Backing to Stud; NStoS = 3 <br />Demands; T = Tconn/NStoS = 32 lb <br /> V = Vconn/NStoS = 32 lb <br /> <br />Connection; ScrewTStud; = (4) #10 SMS <br />Allowable Tension; TStoSall = 109 lb <br />Allowable Shear; VStoSall = 263 lb <br />Check = ifelseif(TStoSall<T, “No Good”, VStoSall<V, “No Good”, if( V/VStoSall + T/TStoSall > 1, “No Good”, “OK”)) = "OK" <br />Utilization; U = V/VStoSall + T/TStoSall = 0.41; Check = "OK" <br /> <br />Check Wall Studs <br />Stud Length; Lstud = 13.33 ft <br />Number Studs Resisting Equipment Seismic; Nstuds = 2; <br />Moment Demands; Mstud = Tconn*Lstud/4 = 3809 lb_in; <br /> <br />Stud Information; Stud = “3 5/8x16ga @ 16”cc” <br />Allowable Moment; Mstudall = 13280 lb_in <br /> <br />Utilization; U = Mstud/Mstudall = 0.29; ← Calculated with a conservative load. OK <br /> <br />40 1401 N Tustin Ave Unit# <br />170 - TI1/27/2025