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Plans 3 fQ9(6 F ) ,(0u 4 iaaa.5- 0 ,23 } Structural Engineers s Robinson Principals Meier Peter Robinson, S.E. Juilly & Associates Payson E. Haines, S•E • pg, 02 2005 Bath & Body Works CITY OF p� \►IS��N 8" "DNG Washington Square Tigard, OR LSD &C No. 00048567 Structural Calculations for New Storefront Description Page Project Description 1 Storefront Soffit Loads 2 Built -up Box Beams - 3 -8 Display Support 9 -10 Lateral Analysis - 11 -12 Built -up Box Columns 13 -14 Diagonal Braces 15 -16 Prepared for: MBH Architects ( . November 23, 2005 G !� � 17194f ' "�— RMJ Job #05272 1 'E G0N /P �H 14 , C)\ /, �/ Q . 103 Linden Avenue ' \ p So. San Francisco, CA 94080 \f 1\ (650) 871.2282 FAX (650) 871.2459 Exp. 12/31/200& www rmise.com Sheet I c Rm j ,,, Bath and Body Works Washington Square, Tigard, OR RMJ Job# 05272 Project Description: This project involves providing support for an interior mall storefront for the Bath and Body Works store at the above referenced location. Built -up box beams and columns provide gravity support at the entry and displays. Diagonal braces provide lateral support against out -of -plane loads. Full height metal stud box columns provide lateral support against in -plane loads. 1 l t/ ' i >t RMJ Bath & Body Works 103 Linden Avenue Washington Square South San Francisco, CA 94080 Portland, Oregon (650) 871 -2282 Job No. 05272 Date: 11/23/2005 Fax: 871 -2459 By: AM Page: Z Interior Storefront Soffit Loads Framing 3/4" shiplap wood planking 2.2psf x 3.25' 7.15 plf 3/4" plywood 2.2psf x 10' 22.00 plf Horiz. 362S162-33 DIAG. @ 16" o.c. 2.34 plf Vert. 362S162-33 DIAG. @ 16" o.c. 2.67 plf Built -Up Box Beam 6.00 plf Sign Letters & Box 30.00 plf Misc. 7.84 plf Total 78.0 plf Use 80.0 plf Live Loads Live Load 20 psf x 2' -0" 40.0 plf Total Load 120.0 plf Only dead load, 80.0 plf used in determining lateral loads. These loads are loads per foot for EACH built -up box beam at Interior storefront. RAJ Bath & Body Works 6. 103 Linden Avenue Washington Square South San Francisco, CA 94080 Portland, Oregon (650) 87'1-2282 Job No. 05272 Date: 11/23/2005 Fax: 871 -2459 By: AM Page: 3 Built - up Box Beam at Entry Maximum Length= 13.5 ft Maximum Moment =w x L = 2,734 ft - lb = 32,805 in - lb Built -Up Section 2 - 600S162 -54 Studs & 2- 362T150 -33 Tracks Only 2- 600S162 -54 used in design of box beam Moment of Box Beam M 54,461 in -lb (Prop86) M 55,520 in -lb (SSMA Cata! MMax= 32,805 in -lb <M 54,461 in -lb CHECK OK! Deflection 5 wL 4 _ � - _ 0.54 in 384E1 L _ Aa 240 0.68 in p l ,y • . Copyright (C) - SURE -TIE, INC. - 1992 -98, All Rights Reserved. 600S162-54 Li DIMENSIONS / PHYSICAL PROPERTIES : 61eb (A' ) = 6.000 in. Punchout = 1.500 in. KLX = 162.00 in. Fy = 50.000 ksi (abar) = 5.943 in. Spacing = 24.000 in. Fya -AXIAL = 50.000 ksi (a ) = 5.717 in. Type = CONFORMING Fya -BEND = 50.000 ksi ' Flanges (B' ) = 1.625, 1.625 in. Thickness = 0.0566 in. KLY = 162.00 in. Fu = 65.000 ksi (bbar) = 1.568, 1.568 in. h/t Web = 101.0 Fu /Fy = 1.300 (b ) = 1.342, 1.342 in. w/t Flanges = 23.7, 23.7 , Lip (C' ) = 0.500 in. Bearing Width = 1.500 in. KIT = 16...,,n 0 in. E = 29,500 ksi (char) = 0.472 in. (c ) = 0.359 in. Radius (R ) = 0.0849 in. KLB = 162.00 in. G = 11,300 ksi (r ) = 0.1132 in. (u ) = 0.1777 in. Net /Gross Section Used for Capacity = NET WALLBOARD PARAMETERS : Stud Spacing = 16.00 in. q -bar -o = 0.000 ksi Gamma = 0.000 in. /in. Fastener Spacing = 12.00 in. DEFLECTION LIMIT / MOMENT COEFFICIENTS : Deflection = L/240 Cmx = 1.000 Cmy = 1.000 Ey = 0.000 in. Ex = 0.000 in. GROSS / NET SECTION PROPERTIES BASED ON 1986 AISI SPECIFICATIONS (BOXED Configuration) Area Gross = 1.113 inA2 Area Net = 0.943 inA2 Ix Gross = 5.722 in "4 Sx Gross = 1.907 in ^3 Rx Gross = 2.268 in. x -bar = 1.625 in. Ix Net = 5.690 inA4 Sx Net = 1.897 in "3 Rx Net = 2.457 in. Iy Gross = 1.918 inA4 Sy Gross = 1.181 in ^3 Ry Gross = 1.313 in. y -bar = 3.000 in. Iy Net = 1.506 in"4 Sy Net = 0.927 inA3 Ry Net = 1.264 in. = 0.000 in. J = 4.653438 in"4 xo = 0.000 in. Cw = 1.7439 in^6 Bw = - 0.4006 in "5 Bf = 0.6803 in "5 81 = 0.5625 in "5 j = 0.2195 in. ro = 2.620 in. Beta = 1.000 Ixx /Iyy Required = 0.000/ 0.000 in "4 ALLOWABLE LOADS Lateral Loads (X /Y) = 0.00/ 0.00 psf Overall Nominal Failure Load = 25,879 lbs. Overall Allowable Axial Load = 13,479 lbs. Omega = 1.92 Nominal Y -Axis Moment Capacity = 38,866 in -lbs Allowable Y -Axis Moment Capacity = 23,273 in -lbs Omega = 1.67 Nominal Cap. (Web in Tension) = 38,866 in -lbs Allowable Cap. (Web in Tension) = 23,273 in -lbs Iyy Effective at Comp. Yield = 0.968 inA4 Min. Syy Effective at Comp. Yield = 0.777 in "3 Min. Nominal X -Axis Moment Capacity = 90,950 in -lbs Allowable X -Axis Moment Capacity = 54,461 in -lbs Omega = 1.67 Ixx Effective at Comp. Yield = 5.626 in"4 Sxx Effective at Comp. Yield = 1.855 inA3 Allow. Load Considering Lat. Load (Comp /Tension) = 13,479/ 28,228 lbs. Lat. Load Moments (X /Y) = 0/ 0 in -lbs Allowable Shear Load on Unreinforced Web = 3,840 lbs. > Actual Shear Load = 0 lbs. Allowable End One -Flange Loading Reaction = 1,373 lbs. > Actual End Reaction = 0 lbs. Ixx for Deflection Determination = 5.722 in "4 - at Current Stress Level in Section of 12,114 psi Iyy for Deflection Determination = 0.968 in "4 - at Maximum Stress Level in Section of 50,000 psi PROP86, Version 5.00 - RMJ & ASSOCIATES Printed On 11 -23 -2005 at 10:57:01 Page 1 of 1 r Structural (S) Stud Section Properties Design Gross Effective 33ksi Effective 50ksi ' Torsional Thickness I Area Weight lxx Sxx Rx lyy Ry lxx Sxx Ma Va Ycg lxx Sxx Ma Va Ycg 4 "000 Cw Xo Ro I Section in in lb/ft in` n in in° in in' in in -k lb in in' in" in -K lb' in in•' in of in' p 2503137 -33 0 0346 0 197 0 67 0 203 0.163 1 015 0 052 0 515 , 0 203 0156 3 09 1040 1.272 0 079 0.075 •1 170 1.633 0 486 2505137 -43 0 0451 0 255 0.87 0 261 0 208 1 010 0 067 0 511 0.261 0.205 4 53 1350 1.260 0 173 0 094 -1 158 1 620 0 489 2505137 -54 0 0566 0.316 1 07 0 318 0 255 1004 0 080 0 504 0 318 0.255 5.76 1656 1.250 0 318 0 244 8 22 2510 1.274 0.337 0113 -1 150 1.608 0 488 2503137 -68 0 0713 0.390 1 33 0 386 0 309 0 994 0 095 0 495 0 386 0 309 7.19 2017 1.250 0 386 0 308 10 65 3057 1 251 0 661 0.134 -1 142 1.593 0 486 2503162 -33 0.0346 0.223 0 76 0.235 0.188 1.027 0.087 0.624 0.235 0.180 3.55 1040 1 274 0 089 0144 -1.501 1.923 0 390 2505162.43 0 0451 0 289 0 98 0.302 0.242 1.022 0111 0.620 0.302 0.240 5.22 1350 1 253 0196 0.182 -1.489 1.909 0 392 2505162.54 0 0566 0 358 1.22 0 370 0 296 1.016 0.135 0.613 0.370 0.296 6 57 1656 1 250 0 370 0 288 862 2510 1 267 0 383 0.219 -1.482 1 898 0 391 250S162 -68 0.0713 ' 0.443 1 51 0.450 0.360 1.007 0.162 0.605 0.450 0 360 8.21 2017 1.250 0.450 0 357 12.10 3057 1 255 0.752 0.262 -1.474 1.885 0.389 3505162 -33 0 0346 0 258 0.88 0 508 0.290 1.404 0 098 0 617 i 0 508 0.279 5 50 1046 1 779 0 103 0 -1 351 2 044 0 563 3505162 -43 0 0451 0.334 1 14 0 654 0.374 1 400 0 125 0 612 1 0.654 0.372 8 08 1777 1 755 0 227 0 345 -1 339 2.031 0 565 350S162 -54 0.0566 0.415 1.41 0 804 0 460 1 392 0 152 0.606 I 0 804 0 460 10.20 2403 1 750 0 804 0 447 13 37 3446 1.773 0.443 0 418 -1 331 2 019 0 566 3505162 -68 0.0713 0 515 1 75 0 985 0 563 1 383 0 184 0.597 0.985 0 563 12.83 2959 1 750 0 985 0 557 18 89 4483 1 758 0 872 0.503 -1 321 2.004 0.565 3625137 -33 0 0346 0236 0 80 0.479 0 264 1.424 0.059 0.501 0.479 0 254 5.02 1039 1.842 0 094 0.162 -1.026 1.826 0.684 3625137 -43 0 0451 0.306 104 0 616 0 340 1.419 0 075 0.497 0.616 0.334 7.38 1777 1.826 0.207 0 204 -1.015 1.814 0.687 3625137.54 0.0566 0 379 1 29 0 756 0.417 1 411 0.091 0.490 0.756 0.417 9.43 2497 1.812 0.756 0.400 13.47 3446 1.844 0.405 0246 -1.006 1.801 0 688 3625137 -68 0 0713 0.470 1 60 0 922 0 509 1.401 0109 0 480 0 922 0.509 11 87 3076 1 812 0.922 0 508 17.56 4661 1 814 0 797 0.294 -0 996 1 784 0.689 3625162 -33 0 0346 0 262 0.89 0 551 0 304 1 450 0.099 0 616 , 0.551 0 292 5 77 1039 1 843 0105 0.293 -1.335 2 065 0 582 3625162 -43 0 0451 0 340 1 16 0 710 0 392 1 445 0 127 0 611 1 0.710 0.389 8 46 1777 1.818 0.230 0.371 -1.323 2 052 0 585 3625162 -54 0 0566 0.422 1.44 0 873 0 481 1 438 0 154 0 604 0.873 0.481 10.69 2497 1.812 0 873 0 468 14 00 3446 1 836 0 451 0 449 -1 314 2 040 0.585 3625162.68 0 0713 0 524 1 78 1 069 0 590 1.429 0186 0 596 1.069 0 590 1344 3076 1.812 1.069 0 584 19 80 4661 1.820 0.887 0.540 -1 305 2 024 0.585 3625200 -33 0 0346 0 297 1.01 0 648 0.358 1.478 0.177 0.772 0 643 0.318 6.29 1039 1.898 0118 0.571 -1.770 2 432 0 470 3625200 -43 0 0451 0 385 1.31 0.836 0 461 1.474 0.227 0.767 0.836 0.448 8.85 1777 1.834 0.261 0.726 -1 758 2.419 0 472 3625200 -54 0 0566 0.479 1.63 1.030 0.568 1.467 0277 0.761 1.030 0.568 12.36 2497 1.812 1.030 0.509 1525 3446 1.898 0.511 0.884 -1.750 2.407 0 471 3625200.68 0.0713 0.595 2.02 1 265 0.698 1.458 0.337 0 753 1 265 0.698 15.54 3076 1.812 1 265 0 673 22 34 4661 1 844 1 008 1.070 -1 741 2.393 0.470 4003137 -33 0 0346 0 249 0.85 0 603 0 301 1.556 0.061 0 496 0.603 0 290 5.74 936 2 031 0.099 0.200 -0 987 1 908 0 732 4005137-43 0.0451 0 323 1.10 0 776 0 388 1 551 0.078 0 491 1 0.776 0 382 8.43 1777 2 014 0 219 0.253 -0 976 1 897 0.735 1 4005137-54 0 0566 0 401 1 36 0 953 0 477 1 542 0 094 0 484 I 0 953 0.477 10 78 2777 2.000 0.953 0 457 15 40 3446 2.034 0 428 0.305 -0 967 1 884 0.737 1 400S137-68 0 0713 0 497 1.69 1 165 0 582 1 531 0,112 0 475 ' 1.165 0 582 13 58 3429 2 000 1 165 0 581 20.10 5196 2 002 0.842 0 365 -0.956 1.866 0 738 1 4005162 -33 0 0346 0275 0.94 0 692 0.346 1.586 0103 0.611 0.692 0.332 6.57 936 2.032 0110 0.358 -1288 2 133 0.635 14005162-43 0.0451 0.357 1 21 0.892 0.446 1 581 0.131 0.606 0.892 0.443 9.63 1777 2 006 0.242 0.453 -1.276 2.121 0 638 4003162.54 0.0566 0 443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.549 12.18 2777 2.000 1 098 0.533 15.96 3446 2.026 0.473 0.550 -1268 2.108 0.638 4005162.68 00713 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.673 15.34 3429 2.000 1.346 0.666 22.60 5196 2.009 0.933 0.663 -1.258 2.092 0.639 4005200.33 0 0346 0.310 1.05 0.812 0 406 1 619 0183 0 769 0.805 0 362 716 936 2 091 0.124 0 689 -1.715 2 481 0 522 400S200 -43 0 0451 0.402 1 37 1.047 0 524 1 615 0 235 0.764 I 1 047 0.509 10 06 1777 2 023 0 272 0.876 -1.703 2 468 0 524 4005200 -54 0.0566 0 500 1 70 1 292 0.646 1 608 0287 0 758 , 1 292 0.646 14.06 2777 2.000 1 292 0 580 17 36 3446 2 091 0 534 1.068 -1.695 2 456 0 524 4003200 -68 0 0713 0 622 2 12 1 589 0 795 1 599 0 349 0 750 1 589 0 795 17 68 3429 2 000 1 589 0 766 25 41 5196 2.035 1 054 1 295 -1 686 2.441 0 523 5505162.33 0.0346 0.327 111 1.458 0.530 2112 0.113 0.589 1.458 0.512 10.11 670 2.787 0.130 0.704 -1.134 2.468 0.789 5505162.43 0 0451 0.424 1.44 1 883 0 685 2 107 0145 0 584 1.883 0.681 14.79 1487 2 757 0.288 0 894 -1 123 2 458 0 791 5505162 -54 0.0566 0.528 1 80 2.324 0.845 2.098 0176 0.577 2.324 0.845 18 76 2799 2.750 2.324 0.821 24 59 2967 2.782 0 564 1.088 -1.114 2 445 0.792 550S162 -68 0 0713 0 657 2.24 2 861 1 040 2.086 0.212 0 568 2 861 1.040 23.72 4442 2.750 2 861 1 031 34 94 5468 2.761 1 114 1.316 -1.103 2 427 0 793 6005137 -33 0.0346 0 318 1 08 1.582 0.527 2.229 0.069 0.464 1 1 582 0 510 10.07 612 3 039 0127 0.493 -0 823 2.421 0.884 6005137 -43 0 0451 0 413 1 41 2.042 0 681 2 223 0 087 0 459 12 042 0 670 14 80 1358 3 018 0.280 0.625 -0.813 2 411 0 886 6005137 -54 0 0566 0.514 1 75 2 518 0.839 2 213 0105 0 452 2 518 0.839 18 98 2708 3 000 2 518 0.809 27.23 2708 3 042 0 549 0 757 -0.804 2.398 0.888 6005137.68 0.0713 0 640 2 18 3 094 1 031 2 200 0.125 0 443 ' 3.094 1.031 24 05 4442 3.000 3 094 1 029 35 60 5468 3.002 1 084 0.911 -0 793 2 380 0 889 6005137 -97 0 1017 0.889 3 03 4 188 1.396 2 170 0 159 0 422 4.188 1.396 34 48 7372 3 000 4 188 1 396 50 80 11124 3 000 3 066 1 179 -0 770 2 341 0 892 6003162.33 0.0346 0.344 1.17 1793 0.598 2.282 0.116 0.581 1.793 0.577 11.41 612 3.039 0.137 0.851 -1.091 2.595 0.823 6005162 -43 0.0451 0 447 1 52 2 316 0.772 2.276 0.148 0.576 2.316 0.767 16.68 1358 3.007 0.303 1.082 -1.081 2.585 0.825 6005162.54 ' S • • r • - - . ' •.• '; 3.000 2 860 0 927 27.76 2708 3.034 0.594 1.318 -1.072 2 572 0.826 - 6005162 -68 0 0713 0.693 2.36 3.525 1 175 2.255 0 218 0.560 3 525 1.175 26.79 4442 3.000 3 525 1 164 39.46 5468 3 011 1 174 1.596 -1.061 2 554 0 828 6005162.97 01017 0.966 3.29 4.797 1.599 2.229 0283 0.541 4.797 1.599 38.37 7372 3.000 4 797 1 599 56 73 11124 3.000 3.329 2.093 -1.039 2 518 0 830 6005200 -33 0 0346 0.379 1.29 2.075 0.692 2 340 0 209 0 743 2 059 0 617 12 20 612 3 135 0151 1 577 -1 479 2.866 0 734 6005200 -43 0.0451 0 492 1.67 2 683 0 894 2 335 0.268 0.739 1 2.683 0.873 1724 1358 3 028 0 334 2.012 -1 468 2 855 0 736 600S200 -54 0.0566 0.613 2.09 3 319 1 106 2 327 0.328 0 732 3.319 1.106 24 07 2708 3.000 3 319 1.002 30.01 2708 3 117 0 655 2 461 -1 459 2 842 0 737 600S200 -68 0 0713 0 764 2 60 4 101 1 367 2 316 0 400 0 723 4 101 1.367 30 42 4442 3 000 4 101 1 317 43 71 5468 3.047 1 295 2 997 -1 448 2.826 0 737 6003200 -97 0 1017 1 067 3 63 5 612 1 871 2.293 0 530 0 705 5.612 1 871 43 49 7372 3 000 5 612 1 871 64 53 11124 3.000 3.679 3 981 -1.427 2 791 0 739 6005250.43 0.0451 0.537 183 3.082 1.027 2.396 0.458 0.923 3082 0.918 18.14 1358 3 134 0.364 3.379 -1.898 3.193 0.647 6005250.54 0 0566 0.670 2.28 3.819 1.273 2.388 0.562 0 917 3.819 1.159 22.90 2708 3115 3.760 1 069 32.00 2708 3.207 0 715 4 146 -1.889 3.180 0.647 6005250 -68 0.0713 0 836 2.84 4 727 1.576 2.378 0 688 0.908 4.727 1 522 30.08 4442 3.045 4.727 1.342 40.19 5468 3.191 1.416 5.071 -1.878 3 164 0 647 6005250.97 01017 1 169 3.98 6.496 2165 2.357 0 923 0.889 6.496 2.160 48.80 7372 3.003 6.496 2 063 69.38 11124 3 062 4.030 6.798 -1.857 3.130 0 648 Web- height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. 7 SSMA RMJ Bath & Body Works 103 Linden Avenue Washington Square South San Francisco, CA 94080 Portland, Oregon ar (650) 871 -2282 Job No. 05272 Date: 11/23/2005 Fax: 871 -2459 By: AM Page: Built -up Box Beam at Display Maximum Length= 6 ft 72 in Maximum Moment =w x L = 540 ft -lb = 6,480 in -lb Built -Up Section 2 - 6005162 -54 Studs & 2- 362T150 -33 Tracks Only 2- 6005162 -54 used in design of box beam Moment of Box Beam M 55,055 in -lb (Prop86) M 55,520 in -lb (SSMA Catalog) MMax= 6,480 in -lb <M 55,055 in -lb CHECK OK! Deflection A = 5wL = 0.02 in 384E1 L Aa = 240 - 0.30 in DEFLECTION OK! Copyright (C) - SURE -TIE, INC. - 1992 -98, All Rights Reserved. 6005162 -54 ' DIMENSIONS / PHYSICAL PROPERTIES : ' Web (A' ) = 6.000 in. Punchout = 1.500 in. KLX = 72.00 in. Fy = 50.000 ksi (abar) = 5.943 in. Spacing = 24.000 in. Fya -AXIAL = 50.000 ksi (a ) = 5.717 in. Type = CONFORMING Fya -BEND = 50.000 ksi '' Flanges (B' ) = 1.625, 1.625 in. Thickness = 0.0566 in. KLY = 72.00 in. Fu = 65.000 ksi (lobar) = 1.568, 1.568 in. h/t Web = 101.0 Fu /Fy = 1.300 (b ) = 1.342, 1.342 in. w/t Flanges = 23.7, 23.7 Lip (C' ) = 0.500 in. Bearing Width = 1.500 in. FIT = 72.00 in. E = 29,500 ksi (cbar) = 0.472 in. (c ) = 0.359 in. Radius (R ) = 0.0849 in. RLB = 72.00 in. G = 11,300 ksi (r ) = 0.1132 in. (u ) = 0.1777 in. Net /Gross Section Used for Capacity = NET WALLBOARD PARAMETERS : Stud Spacing = 16.00 in. q -bar -o = 0.000 ksi Gamma = 0.000 in. /in. Fastener Spacing = 12.00 in. DEFLECTION LIMIT / MOMENT COEFFICIENTS : Deflection = L/240 Cmx = 1.000 Cmy = 1.000 Ey = 0.000 in. Ex = 0.000 in. GROSS / NET SECTION PROPERTIES BASED ON 1986 AISI SPECIFICATIONS (BOXED Configuration) Area Gross = 1.113 inA2 Area Net = 0.943 inA2 Ix Gross = 5.722 in "4 Sx Gross = 1.907 in "3 Rx Gross = 2.268 in. x -bar = 1.625 in. Ix Net = 5.690 in"4 Sx Net = 1.897 inA3 Rx Net = 2.457 in. Iy Gross = 1.918 in "4 Sy Gross = 1.181 in ^3 Ry Gross = 1.313 in. y -bar = 3.000 in. Iy Net = 1.506 in"4 Sy Net = 0.927 in "3 Ry Net = 1.264 in. m = 0.000 in. J = 4.653438 inA4 xo = 0.000 in. Cw = 1.7439 in "6 Bw = - 0.4006 in ^5 Bf = 0.6803 in "5 Bl = 0.5625 inA5 j = 0.2195 in. ro = 2.620 in. Beta = 1.000 Ixx /Iyy Required = 0.000/ 0.000 in "4 ALLOWABLE LOADS Lateral Loads (X /Y) = 0.00/ 0.00 psf Overall Nominal Failure Load = 29,827 lbs. Overall Allowable Axial Load = 15,535 lbs. Omega = 1.92 Nominal Y -Axis Moment Capacity = 38,866 in -lbs Allowable Y -Axis Moment Capacity = 23,273 in -lbs Omega = 1.67 Nominal Cap. (Web in Tension) = 38,866 in -lbs Allowable Cap. (Web in Tension) = 23,273 in -lbs Iyy Effective at Comp. Yield = 0.968 in "4 Min. Syy Effective at Comp. Yield = 0.777 in "3 Min. Nominal X -Axis Moment Capacity = 91,942 in -lbs Allowable X -Axis Moment Capacity = 55,055 in -lbs Omega = 1.67 Ixx Effective at Comp. Yield = 5.626 in "4 Sxx Effective at Comp. Yield = 1.855 in "3 Allow. Load Considering Lat. Load (Comp /Tension) = 15,535/ 28,228 lbs. Lat. Load Moments (X /Y) = 0/ 0 in -lbs Allowable Shear Load on Unreinforced Web = 3,840 lbs. > Actual Shear Load = 0 lbs. Allowable End One -Flange Loading Reaction = 1,373 lbs. > Actual End Reaction = 0 lbs. Ixx for Deflection Determination = 5.722 inA4 - at Current Stress Level in Section of 13,962 psi Iyy for Deflection Determination = 0.968 inA4 - at Maximum Stress Level in Section of 50,000 psi PROP86, Version 5.00 - RMJ & ASSOCIATES Printed On 11 -23 -2005 at 10:58:51 Page 1 of 1 Structural (S) Stud Section Properties Design I Gross Effective 33ksi Effective 50ksi Torsional Thickness Area Weight Ixx Sxx Rx lyy Ry Ixx Sax Ma Va Ycg Ixx Sxx Ma Va Ycg J °00° Cw Xo Ro Section in in lb/ft in in° in in in in' in ink Ib in irr in in -ii To' 'xi' 1 0 Sn- 'in' in r 250S137 -33 0.0346 0197 0 67 0 203 0 163 1 015 0 052 0.515 0 203 0156 3.09 1040 1.272 0 079 0 075 -1 170 1 633 0 486 2505137-43 0 0451 0 255 0 87 0.261 0.208 1 010 0.067 0 511 0.261 0 205 4 53 1350 1 260 0 173 0.094 -1.158 1.620 0 489 2505137 -54 0.0566 0 316 1 07 0 318 0 255 1 004 0 080 0 504 0 318 0 255 5.76 1656 1.250 0 318 0 244 8 22 2510 1.274 0 337 0113 •1 150 1 608 0 488 2505137 -68 0 0713 0 390 1 33 0.386 0 309 0 994 0 095 0 495 0 386 0.309 7 19 2017 1 250 0.386 0 308 10 65 3057 1 251 0 661 0134 -1 142 1 593 0 486 250S162 -33 0 0346 0 223 0 76 0.235 0188 1.027 0.087 0.624 0235 0.180 3.55 1040 1.274 0.089 0.144 -1.501 1.923 0 390 250S162 -43 0 0451 0 289 0.98 0302 0 242 1.022 0111 0.620 0.302 0 240 5.22 1350 1 253 0 196 0182 -1 489 1 909 0 392 250S162 -54 0.0566 0358 1.22 0270 0 296 1.016 0135 0 613 0.370 0 296 6.57 1656 1250 0 370 0 288 8 62 2510 1.267 0.383 0.219 -1.482 1.898 0 391 2505162-68 0 0713 0.443 1.51 0 450 0.360 1 007 0162 0.605 0 450 0 360 8.21 2017 1.250 0.450 0 357 12.10 3057 1 255 0.752 0.262 -1 474 1.885 0.389 3505162.33 0.0346 0 258 0 88 0 508 0 290 1 404 0.098 0 617 0.508 0 279 5 50 1046 1 779 0 103 0 273 -1 351 2 044 0.563 350S162-43 0 0451 0.334 1 14 0 654 0 374 1 400 0 125 0 612 0.654 0.372 8 08 1777 1.755 0 227 0 345 -1.339 2 031 0 565 350S162-54 0 0566 0 415 1 41 0.804 0 460 1.392 0 152 0.606 0.804 0 460 10 20 2403 1 750 0 804 0 447 13 37 3446 1.773 0 443 0.418 -1 331 2 019 0 566 350S162-68 0 0713 0.515 1 75 0 985 0 563 1 383 0 184 0 597 0 985 0.563 12 83 2959 1 750 I 0 985 0.557 18.89 4483 1 758 0 872 0 503 -1.321 2 004 0 565 3625137 -33 0.0346 0.236 0.80 0.479 0 264 1.424 0.059 0.501 0 479 0.254 5 02 1039 1.842 0.094 0.162 •1 026 1.826 0.684 362S137 -43 0 0451 0.306 1 04 0.616 0 340 1 419 0 075 0 497 0.616 0.334 7.38 1777 1.826 0.207 0.204 -1.015 1.814 0.687 3625137.54 0.0566 0 379 1 29 0.756 0.417 1.411 0.091 0 490 0.756 0.417 9.43 2497 1.812 0.756 0.400 13.47 3446 1.844 0.405 0.246 •1.006 1.801 0.688 362S137 -68 0 0713 0 470 1.60 0.922 0.509 1 401 0109 0.480 0.922 0.509 11.87 3076 1.812 0.922 0.508 17.56 4661 1.814 0 797 0 294 -0.996 1.784 0 689 3625162 -33 0 0346 0.262 0 89 0 551 0 304 1 450 0.099 0.616 0 551 0.292 577 1039 1 843 0105 0293 -1 335 2 065 0.582 3625162 -43 0 0451 0 340 1.16 0 710 0 392 1.445 0127 0 611 0 710 0.389 8 46 1777 1 818 0.230 0.371 -1 323 2.052 0.585 3625162.54 0 0566 0 422 1.44 0.873 0 481 1 438 0159 0 604 I 0 873 0 481 10 69 2497 1 812 0.873 0.466 14.00 3446 1 836 0 451 0 449 -1 314 2 040 0 585 3625162-68 0 0713 0.524 1 78 1 069 0 590 1 429 0.186 0 596 1.069 0 590 1344 3076 1 812 1 069 0.584 19 80 4661 1.820 0 887 0 540 -1 305 2.024 0 585 3625200 -33 0 0346 0297 1.01 0 648 0.358 1 478 0177 0.772 0.643 0.318 6.29 1039 1.898 0.118 0 571 -1 770 2.432 0.470 3625200 -43 0 0451 0.385 1 31 0.836 0.461 1.474 0.227 0 767 0.836 0 448 8.85 1777 1.834 0.261 0.726 -1.758 2 419 0 472 3625200.54 0.0566 0 479 1.63 1.030 0.568 1.467 0 277 0 761 1.030 0.568 12.36 2497 1.812 1.030 0.509 1525 3446 1.898 0.511 0.884 -1.750 2 407 0 471 3625200 -68 0 0713 0 595 2 02 1.265 0 698 1.458 0337 0.753 1.265 0.698 15.54 3076 1.812 1.265 0.673 22.34 4661 1.844 1 008 1 070 -1.741 2 393 0.470 14005137-33 0.0346 0 249 0.85 0 603 0 301 1 556 0 061 0 496 I 0 603 0 290 5 74 936 2 031 0.099 0 200 -0 987 1.908 0 732 14005137-43 0.0451 0 323 1 10 0.776 0 388 1.551 0.078 0 491 1 0 776 0 382 8 43 1777 2.014 0 219 0 253 -0 976 1 897 0.735 4005137 -54 0 0566 0 401 1 36 0 953 0 477 1 542 0 094 0 484 1 0 953 0 477 10 78 2777 2 000 0 953 0 457 15 40 3446 2.034 0.428 0.305 -0 967 1.884 0 737 1 4005137-68 0.0713 0.497 1.69 1 165 0 582 1 531 0.112 0 475 1.165 0 582 13.58 3429 2.000 1 165 0 581 2010 5196 2 002 0 842 0 365 -0.956 1 866 0 738 14005162.33 0 0346 0275 0.94 0.692 0 346 1.586 0.103 0 611 0.692 0.332 6.57 936 2.032 0 110 0.358 -1 288 2.133 0 635 14005162-43 0.0451 0 357 1.21 0.892 0 446 1.581 0.131 0.606 0.892 0.443 9.63 1777 2.006 0 242 0.453 -1.276 2.121 0 638 1 4005162.54 0.0566 0 443 1.51 1.098 0.549 1.574 0.159 0 600 1.098 0.549 12.18 2777 2.000 1.098 0.533 15.96 3446 2.026 0.473 0.550 -1.268 2.108 0.638 400S162 -68 0.0713 0.550 1 87 1.346 0.673 1.564 0.192 0.591 1.346 0.673 1534 3429 2.000 1.346 0.666 22.60 5196 2.009 0.933 0.663 -1 258 2.092 0.639 4005200 -33 0 0346 0 310 1 05 0 812 0.406 1 619 0 183 0.769 0.805 0 362 716 936 2.091 0124 0 689 -1 715 2 481 0 522 4005200.43 0.0451 0 402 1.37 1 047 0 524 1 615 0 235 0 764 1 047 0 509 10.06 1777 2 023 , 0.272 0.876 •1 703 2.468 0.524 4005200 -54 0 0566 0.500 1 70 1 292 0 646 1.608 0 287 0.758 1.292 0 646 14 06 2777 2.000 1 292 0 580 17 36 3446 2.091 0 534 1 068 -1 695 2 456 0.524 400S200 -68 0 0713 0 622 2 12 1 589 0 795 1 599 0 349 0 750 1 589 0 795 17 68 3429 2 000 1 589 0 766 25.41 5196 2 035 1.054 1295 -1 686 2 441 0 523 5505162.33 0.0346 0.327 1.11 1,458 0.530 2.112 0.113 0.589 1.458 0.512 10.11 670 2787 � 0.130 0.704 -1.134 2.468 0789 5505162.43 0.0451 0 424 1.44 1 883 0.685 2 107 0.145 0.584 1.883 0.681 14.79 1487 2.757 0.288 0.894 -1.123 2 458 0 791 5505162.54 0.0566 0.528 1.80 2 324 0.845 2.098 0 176 0.577 2.324 0.845 18.76 2799 2.750 2.324 0.821 24 59 2967 2 782 0.564 1.088 -1.114 2 445 0.792 5505162 -68 0 0713 0 657 224 2 861 1 040 2.086 0212 0.568 2.861 1.040 23.72 4442 2 750 2.861 1 031 34.94 5468 2.761 1.114 1.316 -1 103 2 427 0.793 6005137.33 0 0346 0 318 1 08 1.582 0.527 2 229 0 069 0 464 1 1.582 0.510 10.07 612 3 039 0127 0 493 -0.823 2.421 0.884 600S137 -43 0 0451 0 413 1.41 2 042 0 681 2.223 0.087 0 459 ' 2.042 0 670 14 80 1358 3 018 0.280 0.625 -0 813 2 411 0 886 6005137.54 0 0566 0.514 1 75 2 518 0.839 2.213 0105 0 452 2.518 0.839 18 98 2708 3 000 2 518 0.809 27 23 2708 3 042 0 549 0 757 -0.804 2 398 0 888 6005137.68 0 0713 0.640 2.18 3 094 1 031 2 200 0 125 0 443 3.094 1 031 24.05 4442 3.000 3 094 1.029 35.60 5468 3 002 1.084 0.911 -0 793 2 380 0 889 6005137.97 0 1017 0.889 3 03 4 188 1 396 2.170 0159 0 422 4.188 1 396 34.48 7372 3 000 4 188 1 396 50 80 11124 3 000 3 066 1 179 -0 770 2 341 0 892 600S162 -33 0.0346 0 344 1.17 1 793 0 598 2 282 0.116 0 581 1.793 0 577 11.41 612 3.039 0.137 0.851 -1.091 2 595 0.823 600S162 -43 0.0451 0.447 1.52 2316 0.772 2.276 0.148 0.576 2.316 0.767 16.68 1358 3.007 0.303 1.082 -1.081 2.565 0.825 6005162.54 0.0566 0.556 1.89 2.860 0.953 2.267 0 180 0 570 2.860 0 953 21.17 2708 3 000 2.860 0.927 27 76 2708 3.044 0.594 1318 -1 072 2.572 0 826 6005162.68 0.0713 0.693 2.36 3.525 1 175 2.255 0.218 0.560 3 525 1.175 26.79 4442 3.000 3.525 1 164 39 46 5468 3 011 1.174 1.596 -1.061 2.554 0.82B 6005162.97 0 1017 0 966 3.29 4 797 1 599 2.229 0 283 0.541 4.797 1.599 38 37 7372 3.000 4.797 1.599 56.73 11124 3.000 3.329 2 093 -1.039 2.518 0 830 6005200 -33 0.0346 0 379 1 29 2 075 0.692 2.340 0.209 0 743 2 059 0.617 12 20 612 3 135 0 151 1.577 -1.479 2 866 0.734 6005200.43 0 0451 0 492 1,67 2 683 0 894 2 335 0.268 0 739 2.683 0 873 17.24 1358 3 028 0 334 2 012 -1.468 2 855 0 736 6005200 -54 0.0566 0 613 2 09 3319 1 106 2 327 0 328 0 732 3 319 1.106 24.07 2708 3 000 3 319 1 002 30 01 2708 3 117 0 655 2.461 -1.459 2 842 0 737 600S200-68 0 0713 0 764 2.60 4 101 1 367 2 316 0 400 0.723 j 4 101 1.367 30.42 4442 3.000 4.101 1 317 43 71 5468 3 047 1 295 2.997 -1 448 2 826 0 737 6005200 -97 0 1017 1 067 3 63 5 612 1 871 2 293 0 530 0 705 i 5 612 1.871 43 49 7372 3 000 5 612 1 871 64.53 11124 3 000 3.679 3 981 -1 427 2 791 0 739 6005250 -43 0 0451 0.537 1.83 3.082 1.027 2 396 0.458 0 923 3.082 0 918 18.14 1358 3134 0.364 3.379 -1.898 3.193 0 647 600S250 -54 0.0566 0 670 2.28 3.819 1.273 2.388 0 562 0.917 3 819 1.159 22.90 2708 3115 3.760 1 069 32.00 2708 3.207 0.715 4.146 -1.889 3.180 0 647 6005250 -68 0 0713 0.836 2 84 4 727 1.576 2.378 0.688 0.908 4.727 1.522 30 08 4442 3 045 4 727 1.342 40 19 5468 3191 1 416 5 071 -1.878 3 164 0.647 6005250.97 0.1017 1.169 3.98 6.496 2165 2.357 0 923 0.889 6 496 2 160 48.80 7372 3.003 6.496 2 063 69.38 11124 3 062 4.030 6.798 -1.857 3.130 0 648 ' Web- height to thickness ratio exceeds 200 Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. 7 SSMA r B • • RM Structural Engineers Robinson 103 Linden Avenue Job No 052 .71 Date Meier So. San Francisco, CA 94080 • Juilly & Associates 650 871.2282 FAX 650 871.2459 Signed by AM Sheet No. 1 of 0_,_ s rL /-ay I O v !"Pd ('C r i `j 7 a.4- . C o „L 11 3 6 X51'2 - 4 11 ST,_ S P &lvnn7iC,. / 6 WC /4 ✓. rt -x-CS 13 � L G . l✓SSLA Q o X W CiL. rtJ r 5 l� l : P� ; zs v' h �6 1 1 1 1 I 5 00V2- sov1/2 11 203 S # (SEA Dv r PG p2.5 LAy a o 50 PL y8EI c • Copyright (C) - SURE -TIE, INC. - 1992 -98, All Rights Reserved. 362S162-43 I0 DIMENSIONS / PHYSICAL PROPERTIES : • Web (A' ) = 3.625 in. Punchout = 1.500 in. KLX = 16.00 in. Fy = 33.000 ksi (abar) = 3.580 in. Spacing = 24.000 in. Fya -AXIAL = 33.000 ksi (a ) = 3.392 in. Type = CONFORMING Fya -BEND = 33.000 ksi ▪ Flanges (B' ) = 1.625, 1.625 in. Thickness = 0.0451 in. KLY = 16.00 in. Fu = 45.000 ksi (bbar) = 1.580, 1.580 in. h/t Web = 75.2 Fu /Fy = 1.364 (b ) = 1.392, 1.392 in. w/t Flanges = 30.9, 30.9 Lip (C' ) = 0.500 in. Bearing Width = 1.500 in. KLT = 16.00 in. E = 29,500 ksi (cbar) = 0.477 in. (c ) = 0.384 in. Radius (R ) = 0.0712 in. KLB = 16.00 in. G = 11,300 ksi (r ) = 0.0938 in. (u ) = 0.1472 in. Net /Gross Section Used for Capacity = NET WALLBOARD PARAMETERS : Stud Spacing = 16.00 in. q -bar -o = 0.000 ksi Gamma = 0.000 in. /in. Fastener Spacing = 12.00 in. DEFLECTION LIMIT / MOMENT COEFFICIENTS : Deflection = L/240 Cmx = 1.000 Cmy = 1.000 Ey = 0.000 in. Ex = 0.000 in. GROSS / NET SECTION PROPERTIES BASED ON 1986 AISI SPECIFICATIONS Area Gross = 0.340 in "2 Area Net = 0.272 inA2 Ix Gross = 0.710 inA4 Sx Gross = 0.392 inA3 Rx Gross = 1.445 in. x -bar = 0.515 in. Ix Net = 0.697 inA4 Sx Net = 0.385 in "3 Rx Net = 1.601 in. Iy Gross = 0.127 in "4 Sy Gross = 0.114 inA3 Ry Gross = 0.611 in. y -bar = 1.813 in. Iy Net = 0.104 inA4 Sy Net = 0.094 inA3 Ry Net = 0.619 in. = 0.808 in. J = 0.000230 inA4 xo = -1.323 in. Cw = 0.3706 inA6 Bw = - 0.1107 inA5 Bf = 0.1531 inA5 B1 = 0.1633 inA5 j = 2.1337 in. ro = 2.052 in. Beta = 0.585 Ixx /Iyy Required = 0.000/ 0.000 inA4 ALLOWABLE LOADS Lateral Loads (X /Y) = 0.00/ 0.00 psf Overall Nominal Failure Load = 7,958 lbs. Overall Allowable Axial Load = 4,145 lbs. Omega = 1.92 Nominal Y -Axis Moment Capacity = 3,481 in -lbs Allowable Y -Axis Moment Capacity = 2,085 in -lbs Omega = 1.67 Nominal Cap. (Web in Tension) = 3,590 in -ibs Allowable Cap. (Web in Tension) = 2,150 in -lbs Iyy Effective at Comp. Yield = 0.096 inA4 Min. Syy Effective at Comp. Yield = 0.105 inA3 Min. Nominal X -Axis Moment Capacity = 12,756 in -lbs Allowable X -Axis Moment Capacity = 7,638 in -lbs Omega = 1.67 Ixx Effective at Comp. Yield = 0.710 in "4 Sxx Effective at Comp. Yield = 0.392 inA3 Allow. Load Considering Lat. Load (Comp /Tension) = 4,145/ 5,377 lbs. Lat. Load Moments (X /Y) = 0/ 0 in -lbs Allowable Shear Load on Unreinforced Web = 1,100 lbs. > Actual Shear Load = 0 lbs. Allowable End One -Flange Loading Reaction = 382 lbs. > Actual End Reaction = 0 lbs. Ixx for Deflection Determination = 0.710 in^4 - at Current Stress Level in Section of 12,199 psi Iyy for Deflection Determination = 0.096 inA4 - at Maximum Stress Level in Section of 33,000 psi PROP86, Version 5.00 - RMJ & ASSOCIATES Printed On 10 -31 -2005 at 14:59:22 Page 1 of 1 RAJ Bath & Body Works 103 Linden Avenue Washington Square South San Francisco, CA 94080 Portland, Oregon (650) 871 -2282 Job No. 05272 Date: 11/23/2005 Fax: 871 -2459 By: AM Page: I I Laterai Loads on interior Storefront Seismic Loads Seismic loads on storefront shall be based on maximum of: ASCE 7 Section 9.14.5.1, 5 psf OR Seismic load based on ASCE 7 code section 9.6.1.3 In some cases, a conservative load, based on a higher seimic force may be used. Max storefront height = 12.0 ft w= 5 psf x.5x 12 ft = 30.0 plf OR w= 44.3 plf (See following sheet for determination of seismic loads) Use w= 44.3 plf for seismic loads perpendicular to storefront. Use w= 44.3 plf for loads loads parallel to storefront. RMJ Bath & Body Works 103 Linden Avenue Washington Square South San Francisco, CA 94080 Portland, Oregon (650) 871 -2282 Job No. 05272 Date: 11/23/2005 Fax: 871 -2459 By: AM Page: 1 L Lateral Force on Elements a 1.0 R 2.5 I p 1.0 Sos= 0.8 S 1.21 S 1.21 F 1.0 z= 1.0 h= 1.0 Fp= (0.4 *a *Sp /(R /I +2 *(z /h)) *W 0.387 W Fp shall not be less than 0.3S and need not be greater than 1.6S Fp= 0.3 *Sp *I *W = 0.24 W (min) Fp= 1.6 *C *I *W 1.31 W (max) Fp= 0.387 W /1.4 W 160 plf FP= 44.3 plf Y RMJ Bath & Body Works 103 Linden Avenue Washington Square South San Francisco, CA 94080 Portland, Oregon (650) 871 -2282 Job No. 05272 Date: 11/23/2005 Fax: 871 -2459 By: AM Page: I L, Full Height Built -up Box Columns P (resists loads parallel to storefront) Maximum Height= 17 ft • Height of Box Beam= 11 ft • V Pmax= 80 plf x 13.5 ft/2 Pmax= 540 lbs Storefront Length = 30 ft Number of Full Height Columns = 4 Vmax= 44.3 plf x 30 ft / 4 = 331.9 lbs Mmax= 331.9lbsx 11 ftx6ft/ 17ft = 15,462 in-lbs Use 4 full height columns w/2- 362S162 -54 Studs & 2- 362T150 -33 Tracks Only 2- 362S162 -54 Properties used in design of box column. See following sheet for PROP 86 print -out. Max P= 540 lbs <P 1,410 lbs Check OK MMax= 15,462 in -lb <M 27,625 in -lb Check OK • Copyright (C) - SURE -TIE, INC. - 1992 -98, All Rights Reserved. 362S162-54 IL) DIMENSIONS / PHYSICAL PROPERTIES : Web (A' ) = 3.625 in. Punchout = 1.500 in. KLX = 204.00 in. Fy = 50.000 ksi (abar) = 3.568 in. Spacing = 24.000 in. Fya -AXIAL = 50.000 ksi (a ) = 3.342 in. Type = CONFORMING Fya -BEND = 50.000 ksi Flanges (B' ) = 1.625, 1.625 in. Thickness = 0.0566 in. KLY = 132.00 in. Fu = 65.000 ksi (bbar) = 1.568, 1.568 in. h/t Web = 59.0 Fu /Fy = 1.300 (b ) = 1.342, 1.342 in. w/t Flanges = 23.7, 23.7 Lip (C' ) = 0.500 in. Bearing Width = 1.500 in. KIT = 132.00 in. E = 29,500 ksi (char) = 0.472 in. (c ) = 0.359 in. Radius (R ) = 0.0849 in. KLB = 204.00 in. G = 11,300 ksi (r ) = 0.1132 in. (u ) = 0.1777 in. Net /Gross Section Used for Capacity = NET WALLBOARD PARAMETERS : Stud Spacing = 16.00 in. q -bar -o = 0.000 ksi Gamma = 0.000 in. /in. Fastener Spacing = 12.00 in. DEFLECTION LIMIT / MOMENT COEFFICIENTS : Deflection = L/240 Cmx = 1.000 Cmy = 1.000 Ey = 0.000 in. Ex = 0.000 in. GROSS / NET SECTION PROPERTIES BASED ON 1986 AISI SPECIFICATIONS (BOXED Configuration) Area Gross = 0.844 inA2 Area Net = 0.674 inA2 Ix Gross = 1.746 in "4 Sx Gross = 0.963 in "3 Rx Gross = 1.438 in. x -bar = 1.625 in. Ix Net = 1.714 inA4 Sx Net = 0.946 in "3 Rx Net = 1.595 in. Iy Gross = 1.257 in"4 Sy Gross = 0.774 in "3 Ry Gross = 1.221 in. y -bar = 1.813 in. Iy Net = 0.853 in"4 Sy Net = 0.525 in "3 Ry Net = 1.125 in. m = 0.000 in. J = 2.285370 in "4 xo = 0.000 in. Cw = 0.7166 inA6 Bw = - 0.1353 inA5 Bf = 0.1900 inA5 Bl = 0.2005 inA5 j = 0.1015 in. ro = 1.886 in. Beta = 1.000 Ixx /Iyy Required = 0.000/ 0.000 in "4 ALLOWABLE LOADS Lateral Loads (X /Y) = 0.00/ 0.00 psf Overall Nominal Failure Load = 9,755 lbs. Overall Allowable Axial Load = 5,081 lbs. Omega = 1.92 Nominal Y -Axis Moment Capacity = 25,291 in -lbs Allowable Y -Axis Moment Capacity = 15,144 in -lbs Omega = 1.67 Nominal Cap. (Web in Tension) = 25,291 in -lbs Allowable Cap. (Web in Tension) = 15,144 in -lbs Iyy Effective at Comp. Yield = 0.769 inA4 Min. Syy Effective at Comp. Yield = 0.506 in "3 Min. Nominal X -Axis Moment Capacity = 46,133 in -lbs Allowable X -Axis Moment Capacity = 27,625 in -lbs Omega = 1.67 Ixx Effective at Comp. Yield = 1.718 in "4 Sxx Effective at Comp. Yield = 0.936 in "3 Allow. Load Considering Lat. Load (Comp /Tension) = 1,410/ 8,884 lbs. Lat. Load Moments (X /Y) = 15,462/ 0 in -lbs Allowable Shear Load on Unreinforced Web = 4,122 lbs. > Actual Shear Load = 0 lbs. Allowable End One -Flange Loading Reaction = 1,504 lbs. > Actual End Reaction = 0 lbs. Ixx for Deflection Determination = 1.746 in "4 - at Current Stress Level in Section of 17,725 psi Iyy for Deflection Determination = 0.769 in "4 - at Maximum Stress Level in Section of 50,000 psi PROP86, Version 5.00 - RMJ & ASSOCIATES Printed On 11 -23 -2005 at 11:03:54 Page 1 of 1 . ' RMJ Bath & Body Works 103 Linden Avenue Washington Square South San Francisco, CA 94080 Portland, Oregon (650) 871 -2282 Job No. 05272 Date: 11/23/2005 Fax: 871 -2459 By: AM Page: 1 f Diagonal Braces Used to resist loads perpendicular to the storefront. P= 44.2514 plf x 4' -0" x SQRT (2) Pmax= 250.3 lbs Ibrace=SQRT (2) x 4 ft = 5.7 ft = 67.9 in Use 362S162-33 BRACE at 4' -0" o.c. Good for 1,675 lbs (See following Prop 86 print -out) Pmax= 250.3 <P 1675 lbs Copyright (C) - SURE -TIE, INC. - 1992 -98, All Rights Reserved. 3625162 -33 110 DIMENSIONS / PHYSICAL PROPERTIES : Web (A' ) = 3.625 in. Punchout = 1.500 in. KLX = 68.00 in. Fy = 33.000 ksi (abar) = 3.590 in. Spacing = 24.000 in. Fya -AXIAL = 33.000 ksi (a ) = 3.403 in. Type = CONFORMING Fya -BEND = 33.000 ksi Flanges (B' ) = 1.625, 1.625 in. Thickness = 0.0346 in. KLY = 68.00 in. Fu = 45.000 ksi (bbar) = 1.590, 1.590 in. h/t Web = 98.4 Fu /Fy = 1.364 (b ) = 1.403, 1.403 in. w/t Flanges = 40.5, 40.5 Lip (C' ) = 0.500 in. Bearing Width = 1.500 in. KIT = 68.00 in. E = 29,500 ksi (cbar) = 0.483 in. (c ) = 0.389 in. Radius (R ) = 0.0764 in. KLB = 68.00 in. G = 11,300 ksi (r ) = 0.0937 in. (u ) = 0.1471 in. Net /Gross Section Used for Capacity = NET WALLBOARD PARAMETERS : Stud Spacing = 16.00 in. q -bar -o = 0.000 ksi Gamma = 0.000 in. /in. Fastener Spacing = 12.00 in. DEFLECTION LIMIT / MOMENT COEFFICIENTS : Deflection = L/240 Cmx = 1.000 Cmy = 1.000 Ey = 0.000 in. Ex = 0.000 in. GROSS / NET SECTION PROPERTIES BASED ON 1986 AISI SPECIFICATIONS Area Gross = 0.262 in "2 Area Net = 0.210 in "2 Ix Gross = 0.551 in "4 Sx Gross = 0.304 in "3 Rx Gross = 1.450 in. x -bar = 0.520 in. Ix Net = 0.542 in "4 Sx Net = 0.299 in "3 Rx Net = 1.605 in. Iy Gross = 0.099 in"4 Sy Gross = 0.090 in ^3 Ry Gross = 0.616 in. y -bar = 1.813 in. Iy Net = 0.082 in"4 Sy Net = 0.074 in ^3 Ry Net = 0.624 in. = 0.815 in. J = 0.000105 in "4 xo = -1.334 in. Cw = 0.2927 in"6 Bw = - 0.0868 in "5 Bf = 0.1192 in "5 Bl = 0.1281 in "5 j = 2.1425 in. ro = 2.065 in. Beta = 0.582 Ixx /Iyy Required = 0.000/ 0.000 in"4 ALLOWABLE LOADS Lateral Loads (X /Y) = 0.00/ 0.00 psf Overall Nominal Failure Load = 3,215 lbs. Overall Allowable Axial Load = 1,675 lbs. Omega = 1.92 Nominal Y -Axis Moment Capacity = 2,640 in -lbs Allowable Y -Axis Moment Capacity = 1,581 in -lbs Omega = 1.67 Nominal Cap. (Web in Tension) = 2,814 in -lbs Allowable Cap. (Web in Tension) = 1,685 in -lbs Iyy Effective at Comp. Yield = 0.070 in"4 Min. Syy Effective at Comp. Yield = 0.080 in "3 Min. Nominal X -Axis Moment Capacity = 7,763 in -lbs Allowable X -Axis Moment Capacity = 4,648 in -lbs Omega = 1.67 Ixx Effective at Comp. Yield = 0.538 in "4 Sxx Effective at Comp. Yield = 0.293 in "3 Allow. Load Considering Lat. Load (Comp /Tension) = 1,675/ 4,154 lbs. Lat. Load Moments (X /Y) = 0/ 0 in -lbs Allowable Shear Load on Unreinforced Web = 554 lbs. > Actual Shear Load = 0 lbs. Allowable End One - Flange Loading Reaction = 206 lbs. > Actual End Reaction = 0 lbs. Ixx for Deflection Determination = 0.551 in"4 - at Current Stress Level in Section of 6,389 psi Iyy for Deflection Determination = 0.070 in "4 - at Maximum Stress Level in Section of 33,000 psi PROPB6, Version 5.00 - RMJ & ASSOCIATES Printed On 11 -23 -2005 at 11:05:17 Page 1 of 1