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Eg9 Sills&hill Tacoma,Washington Designed: OMA Date: 11 1 2022 Project Number: 19,933 <br /> 253-474 9449 Checked: CJT Date: 11 4 2022 14 <br /> Project: Emerald Court Carports <br /> MEMBER CHECKS, CONTINUED <br /> PURLIN: COLD-FORMED,STENGTHENED C-SECTION <br /> Purlin Specifications: <br /> �moin:=2 A=18 ft length of main span <br /> Iconr:= 4 A=9 ft length of cantilevers <br /> b:= 1 8=9 ft tributary width of(1) purlin <br /> 2 <br /> D:=D-b+ Wpurlin=15.7 pif <br /> Loading for Max. Bearing: D +S <br /> w:=(D)+(S•b)=240.7 pif <br /> Ri:= w'12 'main+1111 <br /> 1 <br /> tJ=4.333 kip <br /> M,i:=max(2 w•(cont2 8 W. <br /> �moin2 J=116.98 kip•in <br /> Vy,:=max( i (1 <br /> moin2 +icont2), 2 w (imoin2 —(ant2), w'tcont I=2.708 kip <br /> lmain main J <br /> Loading for Max. Bearing:0.6D+0.6W <br /> Ar:=A•b=324 ft2 tributary of(1) pulrin <br /> CN:=-1.1 per Table 30.7-1 <br /> W:=min(gh•G•CN,-16 ps�=-16 psf <br /> w:=0.6 (D)+0.6 (W•b)_—76.98 p(f <br /> R2:= w'12 Imain+lcantJ=—1.386 kip <br /> Mitz:=max(2 w•(cant2 8 W. <br /> Imoin2 J=—37.41 kip•in <br /> Vy2:=max 2 (Imoin2 +Icant2), 2 w (Imoin2 —Icant2) w' cant I=—0.52 kip <br /> main main J <br /> Maximum Values: <br /> R:=max(R1,abs(R2))=4.333 kip <br /> M,:=max(M,,,,abs(M,,2))=116.98 kip.in <br /> Vy:=max(Vy1,abs(Vy2))=2.708 kip <br />