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BoA Edmonds client revisions calcs STAMPGENSLER ARCHITECTS Bank of America Edmonds Edmonds, WA Structural Calculations CALCULATIONS INCLUDED: These Calculations cover design changes to the wall layout. T 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 KPFF Project No. 2000098 11 /20/2020 • s PA't'o /N p P - "' sheet no. 1q)ff Prof v I"1 �7.� IocaUon Ej�a AJO {�� date 1 i !Nzo job no. 16015th Avenue, Suite 1600 client 7l�N51.6 Seattle, WA 98101 t2061622-5822 1 Chi LI Ty k- l :f' SPA W1 6{ o<- SPANS Fop. FIX t -ry (z)3bZ l t50-S`-I LZ)3bz5 cez-S-f I (Z")o/t000) 01x (l)I 11 �n 1�K 1 Z Z4Sv o 1 3.364 1 l00x (I-,9,K IDfZ x 1Z) L102-Q 16 Z K►p—tn Zxs67 k; - 0. oo� 0 EF�Ec c o n1 O F GF5 = 13.37 in4 f 7- s l Y� �. 00 t.) z 0-01 G o r- tE6 �.sx�zxz = 3H o b.69 L /3110 ok 0 � 0 0 sheet no p,a;- or MOiV O S by 1q)ff w-.b. /V -05 WA d.te I Z 7 1607 5th Avenue, Suite 1600 dent 5 FN c,E2 �. Seattle, WA 98101(206] 622-5822 GN El—< 6,ox En Pa S-T Q3 t�s Mom, Id � Z_ _ k 1%P OKV KPFF CONSULTING ENGINEERS 11/23/2020 LRM Overall Depth 3.734 in Width 3.823 in Perimeter 15.08 in Weight 5.34lb/ft Geometric Area 1.567in2 Ix 3.564 in4 IY 3.364 in4 by o in4 rx 1.5o8 in ry 1.465 in Sx+ 1.909 in3 Sx- 1.9o9 in3 Sy+ 1.76 in3 sy- 1.76 in3 Xc o in Ye o in Principal I1 3.564 in4 I2 3.364 in4 a o deg ri 1.5o8 in r2 1.465 in Si+ 1.9o9 in3 Si- 1.909 in3 S2+ 1.76 in3 S2- 1.76 in3 Polar Tn 6 09R in4 CG&MA built up CFS beam Irp 2.103 in Plastic 362S162-541 362S162-54 2 362T150-5d 11 36 zx 2.217 in3 Qx o in3 Qx o in3 0.5661 in3 Zy 2.o84 in3 QY 0.5583 in3 QY 0.5583 in3 QY o in3 Xpna o in Ypna o in 362T150-5�4 1!1! Part Materials Qx 0.5661 in3 All ASTM A653 Grade QY o in3 50 ShapeBuilder 9.o E www.iesweb.com tus KPFF CONSULTING ENGINEERS 11/23/2020 LRM Overall Depth 6.1o8in Width 6.198in Perimeter 24.54in Weight 7.008lb/ft Geom etric Area 2.056in2 Ix 13.37 in4 Iy 12.71 in4 Ixy o in4 rx 2.55 in ry 2.486 in Sx+ 4.377 in3 Sx- 4.377in3 Sy+ 4.101 in3 Sy- 4.101in3 Xc oin Ye oin Principal I1 13.37 in4 I2 12.71 in4 a o deg r1 2.55 in r2 2.486 in Si+ 4.377in3 Si- 4.377in3 S2+ 4.101in3 S2- 4.101in3 Polar Plastic Ip 26.o8in4 Zx 4.941in3 rp 3.561in ZY 4.78in3 Xpna oin Ypna oin -162T150-541 Qx 1.417 in3 Qy oin3 Minimum Results Warping-1.649in2 Function ? A I ShapeBuilder 9.o E www.iesweb.com S Torsion ro 3.561 in H 1 Xsc oin Ysc oin Cw 1.6o8 in6 J 16.29 in4 B1 oin ,62Si62-541 Qx oin3 QY 1.47 in3 -q62T1-r,o--r,41! Qx 1.417 in3 Qy oin3 Maximum Results Warping 1.649in2 Function built up CFS post '162S162-54 2 Qx oin3 QY 1.47 in3 FEA Mesh Nodes 2072 Elements 1578 Largest 0.0059in2 Element Part Materials All ASTMA653 Grade 50 ESR-4294 I Most Widely Accepted and Trusted Page 37 of 42 TABLE 10-RCKW SERIES KNEE WALL CONNECTORS ALLOWABLE STRESS DESIGN (ASD) LOADS Model No. Wall Framing Member Stud Designation Fastener Pattern No.' Concrete Anchor Bolt Quantity and Diameter (inch) Quantity of No. 12 Self - drilling Screws to Stud Wall Framing Member Thickness° (mils) Maximum Allowable Momentle M (inch-Ibf) Assembly Rotational Stiffness',9 R (inch -kip / radian) Connector Rotational Stiffness" R° (inch -kip / radian) Anchor Tension Load, T, at Allowable Moment" (Ibf) f'� = 3000 psi f'c = 4000 psi RCKW3 1 (1)'/2 4 33 2,425 87 93 1,870 1,790 43 3,080 113 115 2,510 2,355 54 4,330 128 137 4,120 3,590 68 5,150 141 153 6,530" 4,570" RCKW3 & RCKW3S (Stiffener) 3625162 2 (1)'12 9 33 3,335 164 175 2,790 2,590 43 4,215 164 175 3,935 3,465 54 5,160 164 175 6,700" 4,585" 68 5,160 164 175 6,700" 4,585" 3 (1)'/2 6 30 (20 DW)' 3,775 258 280 1,455 1,435 33 (20 STR)5 4,670 260 281 1,830 1,795 33 4,670 304 328 1,830 1,795 43 6,245 320 338 2,525 2,450 54 8,225 320 338 3,465 3,320 68 9,375 417 438 4,065 3,850 RCKW5.5 600S162 3A (2) 3/e 6 30 (20 DW )5 3,775 258 280 770 765 33 (20 STR)5 4,670 260 281 955 950 33 4,670 304 328 955 950 43 6,245 333 355 1,285 1,275 54 8,865 412 439 1,845 1,830 68 11,620 489 519 2,45512 2,42012 3B (2)'12 6 30 (20 DW )5 3,775 258 280 770 765 33 (20 STR)5 4,670 260 281 955 950 33 4,670 304 328 955 950 43 6,245 333 355 1,285 1,275 54 9,995 593 651 2,095 2,070 68 11,630 674 734 2,460 2,420 4 (1)'/2 10 33 4,855 256 272 1,910 1,870 43 8,445 450 490 3,580 3,420 54 11,575 467 502 5,340" 4,930" 68 14,040 511 513 7,105" 6 275" RCKW 5.5 & RCKW5.5S (Stiffener) 600S162 4A 3 (2) /a 10 33 4,855 256 272 990 985 43 8,445 450 490 1,755 1,740 54 12,920 530 576 2,75012 2,70512 68 14,300 626 678 3,06512 3,01012 4B (2) 1/z 33 43 10 54 68 4,855 256 272 990 985 8,445 450 490 1,755 1,740 13,455 669 867 742 966 2,870 2,820 16,515 3,585 3,505 (continued)