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Specifications 9373 b(4 S )Q °'( t „ws. cac - eR 2 " 1 • �` as Structural Calculations For Awnings for Abercrombie & Fitch #972 Washington Square Mall Tigard, OR glID,OG Prepared by: THORSON BAKER & Associates, Inc. I - 3030 W. Streetsboro Road Richfield, Ohio 44286 Date: April 20, 2006 %`i 17417 ce I 411 �tA3ER • I xizoosl2oosae gl ngea nneswct aosos9o_c eagon cow sheet ( ng).da 4/20/2006 THORSON BAKER & Associates, Inc. Project No: 2C Sheet No: Consulting Engineers Project: Date: Project Site: 71.C.T.,crCZ.,,rs, C'''scift".. Prepared By: FAcratk% C Ccr A.V•At 'bk '2C>0" \C €,wv' eiF to, CC' ' Fol..:A.:qZG Q . Z. `cesv. 1:23.4 (\ .29■)•-•=r 1 c\ LIN E, 2. 5 p s 1 p t; ■,0\1 EA Gk-vc \iv IN t 1 1 c 7- CZ..N \ I NA AL- 1 Lt.i. C V VI t_cO 1 .,12;tt'; 114 • . . . 26-s (_k_,S) • (..9‘-cy C6) / \4 Lp" L v 2)2, (.\-■) v z)) N . . . . . _ . . . . . . • . . THORSON BAKER & Associates, Inc. Project No: 200 Sheet No: 7 Consulting Engineers �ra Project: R Date: ® Project Site: —1-1 C-k . 1" - - -0 ' a bt Prepared By: . - -C' �Y.[1�t1 \N \ C 7 . 1) L-INI °N \J\-; 1 1 _ ♦ ' I � I "� • � ` '.°l ^ :ago i � J �_ . r 5 I- o r r AUJ NU \`�1 14' -- to" 1,A1 N1 V\\G_ • • . _ . • . •._ • • _ • • . " _ ....... . 5 - � THORSON BAKER & Associates, Inc. �F44 � Consulting Engineers Project No: 2005 " ®1c 89 Sheet No: ®® Project: A s, Date: Project Site: -71 GP1/4 (4 ' Prepared By: PF • • So rAsT c.`c. cc ' PrLUMnlHUS 1 2:1, °�1��GU�E, 'c) CxyP� . cic<r?k:c'1E 1`ne tvt,. h`_: mcf at~i • • • • • • • .. 6 h • -.5 • 0.3 -, r 2 -1.1 '11 0.7 1 \ i. NI -1.1 �� t,. , 0.71 \ li 0 ' i 1.1 Ip 8 \ qi, i �i ,i M \� 0.7 I ii I -.11 \� 11 iy r �, i .075k/ft 5 I i�rn 43 4 \i 0.3 I 1 k . I Ik I� V � i, 6 h, S Ms '.i, . .15k/ft -.1 I 1 4 41 s 1 4 1 5 M). i, , .15k/ft • iito Iht ` � , it -. 12 My L .15k/ft r . . • Loads: BLC 2, Uplift Results for LC 2, Wind Reaction units are k and k -ft Thorson & Baker Associat... Awning TBA Apr 14, 2006 at 4:14 PM 2005 -0689 Awning -2.r3d 5 Company : Thorson & Baker Associates, Inc. Apr 14, 2006 Designer : TBA 4:14 PM Job Number : 2005 -0689 Awning Checked By: • Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 • Include Shear Deformation Yes Include Warping Yes Area Load Mesh (inA2) 144 Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Vertical Axis I Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 100F Concrete Code ACI 1999 NNumber of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes • Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 1 N1 0 0 0 0 2 N2 0 5.042 0 0 3 N3 6 0 0 0 4 N4 0 0 5 0 5 N5 0 5.042 5 0 6 N6 6 0 5 0 " 7 N7 0 0 10 0 8 N8 0 5.042 10 0 9 N9 6 0 10 0 10 N10 0 0 15 0 11 N11 0 5.042 15 0 12 N12 6 0 15 0 13 N13 0 0 20 0 14 N14 0 5.042 20 0 15 N15 6 0 20 0 General Material Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Densitv[k/ft ^3] 1 gen Conc3NW 3155 1372 .15 .6 .145 2 gen_Conc4NW 3644 1584 .15 .6 .145 3 gen Conc3LW 2085 906 .15 .6 .11 4 . gen_Conc4LW 2408 1047 .15 .6 .11 5 gen Alum 10100 4077 .3 1.29 .173 6 gen Steel 29000 11154 .3 .65 .49 7 RIGID 1e +7 0 0 0 RISA -3D Version 5.0d [X: \...\2005- 0689\ Engineering\ Engineering - Structural \RISADATA\Awning- 2.r3d] Page 1 Y) • Company : Thorson & Baker Associates, Inc. Apr 14, 2006 Designer : TBA 4:14 PM Job Number : 2005 -0689 Awning Checked By: ' General Section Sets • Label Shape T •e Material A in2 I A in4 Izz in4 J in4 1 aluminum 1 P12.875X0.203 Beam aen Alum 1.704 1.53 1.53 3.059 2 RIGID I None I RIGID 1e +6 1e +8 1e +8 1e +6 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface (... 1 Dead + Live I None 5 2 Uplift I None 5 Load Combinations Description SolvePD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Dead + Live Yes 1 1 2 Wind Yes I 2 1 I I , I Joint Reactions LC Joint Label X [k] Y [k] Z [k] MX (k -ft] _MY [k = ftJ MZ_[k = ft]_ 1 2 N1 -.339 -.047 0 0 0 I 0 2 2 N2 .339 -.542 0 I 0 0 0 3 2 N14 .339 -.542 0 0 0 0 4 2 N13 -.339 -.047 0 0 0 0 5 2 N10 -.707 -.078 0 0 0 0 6 2 N11 .707 -1.095 0 0 0 0 7 2 I N7 -.705 -.082 0 0 0 0 8 2 N8 .705 -1.096 0 0 0 0 9 2 N4 -.707 -.078 0 0 0 0 10 2 N5 .707 -1.095 0 0 0 0 11 2 Totals: 0 -4.702 0 12 2 COG (ft): X: 3 I Y: 2.521 Z: 10 Member Distributed Loads (BLC 1 : Dead + Live) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft. %] End Location[ft. %] 1 M2 Y .075 .075 0 100 . 2 M4 Y -.15 -.15 0 100 3 M6 Y -.15 -.15 0 100 4 M8 Y -.15 -.15 0 100 5 M10 Y I .075 .075 0 100 Member Distributed Loads (BLC 2 : Uplift) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft. %] End Location[ft. %] 1 M2 I Y .075 .075 0 I 100 2 M4 Y .15 .15 0 100 3 M6 Y .15 .15 0 100 4 M8 Y .15 .15 0 100 5 M10 Y .075 .075 0 100 Member Primary Data Label I Join J Joint K Join Rotate d -. Section /Shape Design List Type Material Design Rules 1 M2 N3 N2 aluminum 1 None Beam gen Default 2 M3 Ni N3 aluminum 1 None Beam gen Alum Default RISA -3D Version 5.0d [X: \...\2005- 0689\ Engineering\ Engineering - Structural \RISADATA\Awning- 2.r3d] Page 2 7 Company : Thorson & Baker Associates, Inc. Apr 14, 2006 Designer : TBA 4:14 PM Job Number : 2005 -0689 Awning Checked By: Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(de4 Section /Shane Design List Type Material Design Rules • 3 M3A N4 N6 I aluminum 1 None Beam gen Alum Default 4 M4 N6 N5 I aluminum 1 None Beam I gen_Alum Default 5 M5 N7 N9 aluminum 1 None Beam gen_Alum Default 6 M6 N9 N8 I aluminum 1 None Beam gen Alum Default 7 M7 N10 N12 aluminum 1 None Beam gen_Alum Default 8 M8 N12 N11 I aluminum 1 None Beam gen_Alum Default 9 M9 N13 N15 I aluminum 1 None Beam gen Alum Default 10 M10 N15 N14 aluminum 1 None Beam gen Alum Default 11 M11 N15 N3 aluminum 1 None Beam gen_Alum Default Member Section Forces LC Member Label Sec Axial[k] v Shearfkl z Shear[kl Toraue[k -ft] y -y Moment[k -...z-z Moment[k -... 1 2 M2 1 .23 -.254 0 0 -.002 -.224 2 2 .325 -.141 0 0 -.001 .163 3 3 .419 -.029 0 0 0 .329 4 4 .514 .084 0 0 0 .275 5 5 .608 .196 0 0 0 0 6 2 M3 1 -.339 -.047 0 0 0 0 7 2 -.339 -.047 0 0 0 .071 8 3 -.339 -.047 0 0 0 .142 9 4 -.339 -.047 0 0 -.001 I .212 10 5 I -.339 -.047 0 0 -.002 .283 11 2 M3A 1 -.707 -.078 0 0 0 0 12 2 -.707 -.078 0 0 0 .117 13 3 -.707 -.078 0 0 0 .235 14 4 -.707 -.078 0 0 0 .352 15 5 -.707 -.078 0 0 0 .47 16 2 M4 1 .49 -.517 I 0 0 0 -.522 17 2 .679 -.292 0 0 0 .27 18 3 .868 -.067 0 0 0 .621 19 4 1.057 .158 _ 0 0 0 .531 20 5 1.246 .383 0 0 0 0 21 2 M5 1 -.705 -.082 0 0 0 0 22 2 -.705 -.082 0 0 0 .123 • 23 3 -.705 -.082 0 0 0 .246 24 4 -.705 -.082 0 0 0 .369 25 5 -.705 -.082 0 0 0 .492 26 2 M6 1 .488 -.515 0 0 0 -.506 27 2 .677 -.29 0 0 0 .282 28 3 .866 -.065 0 0 0 .629 29 4 1.055 .16 0 0 0 .535 30 5 1.245 .385 0 0 0 0 31 2 M7 1 -.707 -.078 0 0 0 0 32 2 I -.707 -.078 0 0 0 .117 33 3 -.707 -.078 0 0 0 .235 34 4 -.707 -.078 0 0 0 .352 35 5 -.707 -.078 0 0 0 .47 36 2 M8 1 .49 -.517 0 0 0 -.522 37 2 .679 -.292 0 0 0 .27 38 3 .868 -.067 0 0 0 .621 39 4 1.057 .158 0 0 0 .531 40 5 1.246 .383 0 0 0 0 41 2 M9 1 -.339 -.047 0 0 0 0 42 _ 2 . -.339 -.047 0 0 0 .071 43 3 -.339 -.047 0 0 0 .142 44 4 -.339 -.047 0 0 .001 .212 RISA -3D Version 5.0d [X: \...\2005- 0689\ Engineering\ Engineering - Structural \RISADATA\Awning- 2.r3d] Page 3 • g Company : Thorson & Baker Associates, Inc. Apr 14, 2006 Designer : TBA 4:14 PM Job Number : 2005 -0689 Awning Checked By: Member Section Forces (Continued) LC Member Label Sec • ial k Shea k z Shea k To • ue -ft - Moment k- ..z-z Momen k -... • 45 5 -.339 -.047 0 0 .002 .283 46 2 M10 1 .23 -.254 0 0 .002 -.224 47 2 I .325 -.141 0 0 .001 .163 48 3 .419 -.029 0 0 0 .329 49 4 .514 .084 0 0 0 .275 50 5 .608 .196 0 0 0 0 51 _ 2 M11 1 0 -.001 0 -.059 0 -.001 _ 52 2 0 .001 0 -.059 -.001 .004 53 3 0 .001 0 .007 0 -.002 54 4 0 -.001 0 .059 -.001 .004 55 5 0 .001 0 .059 0 -.001 Member Section Stresses LC Member Label Sec Axial[ksil y Shear[ksi) z Shear[ksi] i top Bendin...v bot Bendin...z top Bendin...z bot Bendin... 1 2 M2 1 .135 I -.298 0 2.527 I -2.527 -.021 I .021 2 2 .19 I -.166 0 -1.834 I 1.834 -.016 I .016 3 3 .246 -.034 0 -3.708 3.708 -.01 I .01 4 4 .301 .098 0 -3.097 3.097 -.005 I .005 5 5 .357 .231 0 0 0 0 I 0 - 6 2 M3 1 -.199 -.055 0 0 0 I 0 0 7 2 I -.199 -.055 0 -.798 .798 -.005 .005 8 3 -.199 -.055 0 -1.597 t597 -.009 .009 9 4 -.199 -.055 0 -2.395 2.395 -.014 .014 10 5 -.199 -.055 0 -3.193 3.193 -.018 .018 11 2 M3A 1 -.415 -.092 0 0 0 0 0 12 2 -.415 -.092 0 -1.325 1.325 -.002 . .002 13 3 -.415 -.092 0 -2.65 2.65 -.003 .003 14 4 -.415 -.092 0 -3.975 I 3.975 -.005 .005 15 5 -.415 -.092 0 -5.3 5.3 -.007 .007 16 2 M4 1 .287 -.606 0 5.888 -5.888 -.008 .008 17 2 .398 -.342 0 -3.042 3.042 -.006 .006 18 3 .509 -.078 0 -7 7 -.004 .004 19 4 .62 .186 0 -5.986 5.986 -.002 .002 20 5 .731 .45 0 0 0 0 0 21 2 M5 1 -.414 -.096 0 0 0 0 0 22 2 -.414 I -.096 0 -1.386 1.386 0 0 23 3 -.414 -.096 0 -2.772 2.772 0 0 24 4 -.414 -.096 0 -4.157 4.157 0 0 25 5 -.414 -.096 0 -5.543 5.543 I 0 0 26 2 M6 1 .287 -.604 0 5.701 -5.701 0 0 27 2 .397 -.34 0 -3.182 3.182 0 0 28 3 .508 I -.076 0 -7.093 7.093 0 0 29 4 .619 .188 0 -6.032 6.032 0 0 30 5 .73 .452 0 0 0 0 0 31 2 M7 1 -.415 -.092 0 0 0 0 0 32 2 -.415 -.092 0 -1.325 1.325 .002 -.002 33 _ 3 -.415 I -.092 0 -2.65 2.65 .003 -.003 34 4 -.415 -.092 0 -3.975 3.975 .005 -.005 35 5 -.415 -.092 0 -5.3 5.3 .007 -.007 36 2 M8 1 .287 -.606 0 5.888 -5.888 .008 -.008 _ 37 2 .398 -.342 0 -3.042 3.042 .006 -.006 38 3 .509 I -.078 0 -7 7 .004 -.004 39 4 .62 .186 0 -5.986 5.986 .002 -.002 40 ° 5 .731 .45 0 0 0 0 0 41 2 M9 1 -.199 -.055 0 0 0 0 0 42 2 -.199 -.055 0 -.798 .798 .005 -.005 RISA -3D Version 5.0d [X: \...\2005- 0689\ Engineering\ Engineering - Structural \RISADATA\Awning- 2.r3d] Page 4 c l Company : Thorson & Baker Associates, Inc. Apr 14, 2006 Designer : TBA 4:14 PM Job Number : 2005 -0689 Awning Checked By: Member Section Stresses (Continued) LC Member Label . Sec Axiallksil v Shearfksil z Shearfksil v top Bendin...y bot Bendin...z top Bendin...z bot Bendin... • 43 3 -.199 -.055 0 -1.597 1.597 .009 -.009 44 4 -.199 -.055 0 -2.395 2.395 .014 -.014 45 5 -.199 -.055 0 -3.193 3.193 .018 -.018 46 2 M10 1 .135 -.298 0 2.527 -2.527 .021 -.021 47 2 .19 I -.166 0 -1.834 1.834 .016 -.016 48 I 3 .246 -.034 0 -3.708 3.708 .01 -.01 49 _ I 4 .301 .098 0 -3.097 3.097 .005 -.005 50 5 .357 I .231 0 0 0 0 0 51 2 M11 1 0 I -.001 0 .013 -.013 .002 -.002 52 2 0 I .001 0 -.045 .045 -.011 .011 53 3 0 .001 0 .02 -.02 .005 -.005 54 4 0 -.001 0 -.045 .045 -.011 I .011 55 5 0 .001 I 0 .013 -.013 .002 I -.002 • RISA -3D Version 5.0d [X: \...\2005- 0689\ Engineering\ Engineering - Structural \RISADATA\Awning- 2.r3d] Page 5 THORSON BAKER & Associates, Inc. Consulting Engineers Project No: Sheet N. Q Project: �"• Z Date: • ® Project Site: a G P"Va•-ti+}- C4'. Prepared By: • It\ty 1 1 1: .�P'.:�.e h '�� � \ /�i • T= - 10 . 1 TA • , / 12s c ZLOCA 1 • lo" METAL S'nt0 ( • 1 0 � 8EE. -. A: • I Can NEC-VoAN 1L ( 1 LT. OA. CLaP MHC. 5 W�'T Ck\ tG M 1 I 6i' . ��. G A • 3 (-2:1 >�i .1\ktZu " times I �� �� 1 • . BLOC), N v. / I I 1 � - " - 2 z �..6G`A V. 4 10- 1 I \ \\ / NUM ?\P'Z I I I \\ I 1 • 4 J . r 1 c-At`. •YVN1ts4 . CON N�CC�O�V • ccANiiiaCIAChl l TIC) F7F A • • • • • •