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15472 Calculations (Certified) 2025-03-033/3/2025 ASCE Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Latitude:46.9476 Risk Category:II Longitude:-122.5941 Soil Class:D - Default (see Section 11.4.3) Elevation:344.5100268773389 ft (NAVD 88) Wind Results: Wind Speed 97 Vmph 10-year MRI 67 Vmph 25-year MRI 73 Vmph 50-year MRI 77 Vmph 100-year MRI 83 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Wed Feb 26 2025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Wed Feb 26 2025 Sheet 2 of 15472 R TJE 2-27-25 SS : 1.287 S1 : 0.464 F a : 1.2 F v : N/A SMS : 1.545 SM1 : N/A SDS : 1.03 SD1 : N/A T L : 16 PGA : 0.504 PGA M : 0.605 F PGA : 1.2 Ie : 1 C v : 1.357 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Wed Feb 26 2025 Page 2 of 3https://ascehazardtool.org/Wed Feb 26 2025 Sheet 3 of 15472 R TJE 2-27-25 Fv = 1.836 SM1 = 0.464*1.836 = 0.852 SD1 = 2/3*0.852 = 0.568 CS = SDS / (R/IE) = 1.030/(1.5/1.0) CS = 0.687 Design Cat. D The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. 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Page 3 of 3https://ascehazardtool.org/Wed Feb 26 2025 Sheet 4 of 15472 R TJE 2-27-25 Sheet 5 ASCE 7-16 SNOW DRIFTING of 15472 R TJE 02/27/25 Enterprise Engineering Consultants, LTD. 710 French Street Peshtigo, WI 54157 input GROUND SNOW pg =20(psf)UNBALANCED SL input IMPORTANCE FACTOR Is = 1.0 (ASCE 7-16 Table 1.5-2) input EXPOSURE FACTOR Ce = 1.0 (ASCE 7-16 Table 7.3-1) input THERMAL FACTOR Ct = 1.2 (ASCE 7-16 Table 7.3-2) input LOW ROOF PITCH Pitch = 3 input LEN.OF HIGH ROOF FOR LEEWARD DRIFT lu =(ft) (HIGH ROOF LENGTH UPWIND OF LEEWARD DRIFT) input LEN.OF LOW ROOF FOR WINDWARD DRIFT lu =(ft) (LOW ROOF LENGTH UPWIND OF WINDWARD DRIFT) input DIFFERENTIAL HEIGHT hr =(ft) input ROOF SURFACE TYPE TYPICAL LOW ROOF SLOPE RS =14.04 (deg) ************************************************************************************************************************************************************************************** input LEN. OF HIGH ROOF (EAVE TO RIDGE)W = 10 (ft)(FOR UNBALANCED SNOW & SLIDING SNOW) hd =1.232 (ft)(FOR UNBALANCED SNOW) S = 4 Low Slope Roof Angle = 15 (deg) Cs =1.00 (See ASCE 7-16 Figure 7.4-1) FLAT LOW ROOF SNOW pf=0.7(Ce)Ct(Is)pg 16.8 (psf) SLOPE ROOF SNOW ps=Cs(pf)16.8 (psf) MINIMUM ROOF SNOW pm 25.0 (psf)pm=(Is)pg for pg<=20 OR pm=20(Is) for pg>20 when Roof Slope<=15º HEIGHT OF BASE SNOW hb=ps/γ 1.012 (ft) γ=0.13(pg)+14 < 30 16.6 (pcf) hc=hr-hb -1.012 (ft) ************************************************************************************************************************************************************************************** "LEEWARD SNOW DRIFT" HEIGHT OF SNOW DRIFT WIDTH OF SNOW DRIFT hd = (0.43*(lu)(1/3)*(Pg+10)(1/4)-1.5)*IS 0.5 hd =0.000 (ft) w = 0.00 (ft)w = 8*(hc) (if lu <= 20 THEN lu=20) lu =20 (ft) (if hc<0.2(hb) then hd=0) (also hd<=hc)hc =-1.012 hd =0.000 ************************************************************************************************************************************************************************************** "WINDWARD SNOW DRIFT" HEIGHT OF SNOW DRIFT WIDTH OF SNOW DRIFT hd = (0.43*(lu)(1/3)*(Pg+10)(1/4)-1.5)*IS 0.5*0.75 hd =0.000 (ft) w = 0.00 (ft)w = 8*(hc) (if lu <= 20 THEN lu=20) lu =20 (ft) (if hc<0.2(hb) then hd=0) (also hd<=hc)hc =-1.012 hd =0.000 ************************************************************************************************************************************************************************************** MAXIMUM INTENSITY pb =16.8 psf pd =0.0 psf hd =0.00 ----------------wd =0.00 (ft) 16.8 psf Sliding Snow =0.0 psf w =15 (ft) ************************************************************************************************************************************************************************************** UNBALANCED SNOW LOAD WS LS 0.3*Ps =5 psf Ps =16.8 psf 10.2 psf Length = 8/3*hd*S^0.5 =6.60 ft Sheet 6 OPEN BUILDING WIND PRESSURE FROM ASCE 7-16 (MWFRS) of (Gable Roof with θ45º)15472 R (0.25  h/L  1.0)TJE P = qh*G*CN 02/27/25 Wind Flow CLEAR Risk Category II Wind Speed (Vult) = 97 mph Wind Speed (Vasd) =75 mph Mean Roof Height (h) 9.5 ft Roof Length (L) 20 ft Roof Pitch 3 Exposure Category C Ke 1.00 Kzt 1.00 Kd 0.85 Kz 0.85 h/L = 0.48 G0.85 qz =17.40 psf qz = 0.00256(Kz)Kzt(Kd)(Ke)(V)2 Roof Angle =14.0362 Degrees CN PERPENDICULAR TO THE RIDGE 1.10 -0.39 0.11 -1.11 1.00 -0.80 1.00 -0.80 1.80 -1.80 1.80 -1.80 CASE 'A' CASE 'B' PRESSURES (psf) 16.27 -5.73 1.67 -16.46 14.79 -11.83 14.79 -11.83 26.63 -26.63 26.63 -26.63 CASE 'A' CASE 'B' CN PARALLEL TO THE RIDGE Horz. Dist. From Horz. Dist. From Windward Edge Windward Edge -0.30 -0.30 > 19'0.30 0.30 > 19' -0.60 -0.60 9.5' to 19'0.50 0.50 9.5' to 19' -0.80 -0.80 0' to 9.5'0.80 0.80 0' to 9.5' CASE 'A' CASE 'B' PRESSURES (psf) Horz. Dist. From Horz. Dist. From Windward Edge Windward Edge -4.44 -4.44 > 19'4.44 4.44 > 19' -8.88 -8.88 9.5' to 19'7.40 7.40 9.5' to 19' -11.83 -11.83 0' to 9.5'11.83 11.83 0' to 9.5' CASE 'A' CASE 'B' Table 1.5-1 Table 26.6-1 Table 26.9-1 Refer to Section 26.8.2 W Lat1 W Down W Lat2 W Up Sheet 7 OPEN BUILDING COMPONENT & CLADDING PRESSURE FROM ASCE 7-16 of (Pitched Roof with θ45º)15472 R (0.25  h/L  1.0)TJE P = qh*G*CN 02/27/25 Wind Flow CLEAR Risk Category II Wind Speed (Vult) = 97 mph Wind Speed (Vasd) =75 mph Mean Roof Height (h) 9.5 ft Roof Length (L) 20 ft a = 3 ft Roof Pitch 3 a2 =9 ft2 Exposure Category C 4*a2 =36 ft2 Ke 1.00 Kzt 1.00 Kd 0.85 Kz 0.85 h/L = 0.48 G0.85 qz =17.40 psf qz = 0.00256(Kz)Kzt(Kd)(Ke)(V)2 Roof Angle =14.0362 Degrees CN Effective Wind Area Zone 3 Zone 3 Zone 2 Zone 2 Zone 1 Zone 1  a2 2.20 -2.38 1.70 -1.71 1.10 -1.11 > a2,  (4.0)a2 1.70 -1.71 1.70 -1.71 1.10 -1.11 > (4.0)a2 1.10 -1.11 1.10 -1.11 1.10 -1.11 Pressure (psf) Effective Wind Area Zone 3 Zone 3 Zone 2 Zone 2 Zone 1 Zone 1  a2 32.5 -35.2 25.1 -25.3 16.3 -16.5 > a2,  (4.0)a2 25.1 -25.3 25.1 -25.3 16.3 -16.5 > (4.0)a2 16.3 -16.5 16.3 -16.5 16.3 -16.5 Table 26.6-1 Table 1.5-1 Table 26.9-1 Refer to Section 26.8.2 Project Sheet 8 of Job No.15472 R Ckd. Init.TJE Client No. Rev. Date 2/27/2025 qh =17.4 psf AS =22.71 ft2 AE =155.17 ft2 n =3 B =15.958 ft (GCpf)5E =0.61 A5E =55.87 ft2 (GCpf)5 =0.4 A5 =99.30 ft2 (GCpf)6E =-0.43 (GCpf)6 =-0.29 (GCpf)windward =0.476 (GCpf)leeward =-0.340 ɸ = 0.146 ɸ = AS / AE KB =1.640 KB = 1.8 - 0.01 * B ≥ 0.8 KS =0.639 KS = 0.60 + 0.073 * (n - 3) + 1.25 * ɸ1.8 p = 14.89 psf p = qh * [(GCpf)windward - (GCpf)leeward] * KB * KS F = 2311 lb F = p * AE Force per frame =770 lb F / n Horizontal Wind Loads on Open or Partially Enclosed Buildings with Transverse Frames & Pitched Roofs ASCE 7-16 (Section 28.3.5) Project Sheet 9 of Job No.15472 R Ckd. Init.TJE Client No. Rev. Date 2/27/2025 t = 1.4375 in Fb =1650 psi SPAN = 8'-0" CF =1.1 E = 1600 ksi Simple Span w/ Overhang wD (perp) =7 x 0.97 = 6.8 psf wD ACT (perp) =5.5 x 0.97 = 5.3 psf wLr (perp) =20 x 0.97^2 = 18.8 psf wS (perp) =25 x 0.97^2 = 23.5 psf wS UNB (perp) =(16.8 + 10.2) x 0.97^2 = 25.4 psf wW =16.27 psf wC+C =25.1 psf wC+C (UP) =-25.3 psf wD+Lr =25.6 psf Capacity = 77 x 0.918 x 1.1 x 1.25 = 97.2 psf OK wD+S UNB. =32.2 psf Capacity = 77 x 0.918 x 1.1 x 1.15 = 89.4 psf OK wD+0.6W C+C =21.9 psf Capacity = 77 x 0.918 x 1.1 x 1.60 = 124.4 psf OK wD+3/4(S+0.6W) =31.8 psf Capacity = 77 x 0.918 x 1.1 x 1.60 = 124.4 psf OK w0.6D+0.6W C+C =-12 psf Capacity = 77 x 0.918 x 1.1 x 1.60 = 124.4 psf OK Project Sheet 10 of Job No.15472 R Ckd. Init.TJE Client No. Rev. Date 2/27/2025 t = 1.4375 in SPAN = 8'-0" E = 1600 ksi Simple Span w/ Overhang Δ1/2D+Lr =22.2 / (31 x 0.880) x L/180 = L/221 ΔLr =18.8 / (31 x 0.880) x L/180 = L/261 Δ1/2D+S =26.9 / (31 x 0.880) x L/180 = L/183 ΔS =23.5 / (31 x 0.880) x L/180 = L/209 Δ0.42W C+C =10.6 / (31 x 0.880) x L/180 = L/463 < L/120 OK < L/180 OK < L/120 OK < L/180 OK < L/180 OK Sheet 11 of 15742 R TJE 2-27-25 Sheet 12 D+S of 09:22 AM Job No.15472 R RADIANS DEGREES GEOMETRY TJE INPUT Fb 2400 (psi)+========+=========+02/27/25 INPUT Fv 300 (psi) TOP SLOPE 0.24498 14.03624°RUN 7.521 =7 ' -6 1/4 '' Cvr = 0.72 BOTTOM SLOPE 0.2449787 14.03624° RISE 1.880 = 1 ' - 10 9/16'' INPUT Fc(perp) (core lam)650 (psi)TANGENT LOCATION 4.85071 (ft) (from cl.)DECK 10.308 =10 ' -3 11/16'' INPUT CD 1.15 TANGENT DEPTH 7.08659 (in) (vertical)F/F COL 15.042 =15 ' -0 1/2 '' INPUT LAM THICKNESS 1.375 (in) ANGLE 1 1.18906 68.12822° overhang 2.021 = 2 ' - 0 1/4 '' INPUT PITCH 3 ANGLE 2 0.13676 7.83554° D CL 1.206 = 1 ' - 2 1/2 '' INPUT BM LENGTH 20 (ft)W(dl+ll)267 (plf)D END 0.591 =0 ' -7 1/16'' INPUT COL DEPTH 5.5 (in)W(ll)200 (plf)D FLAT 0.476 =0 ' -5 11/16'' INPUT SPACING 8 (ft)1981 AITC Technical Note #4 (CL Deflection)BM LENGTH 20.000 = 20 ' - 0 '' INPUT RADIUS 20 (ft)deff =9.469 (in)TOTAL RISE 2.500 =2 ' -6 '' INPUT BM WIDTH 5 (in) CL Deflection (TL)0.53 (in)L/Lc 1.550 INPUT END DEPTH 7.087 (in) Span/Deflection (TL)341 Dc/Rm 0.059 INPUT CL. DEPTH 14.473 (in) CL Deflection (LL)0.40 (in)BM WGT 194 # INPUT OVERHANG (cl. BRG)2.25 (ft)Span/Deflection (LL)456 INPUT 'E'1800 (ksi)AITC "TCM" 6th Edition (CL Deflection)fv =85 (psi) INPUT LL (Horz. Projection)25 (psf)dequiv =9.640 (in)F’V =248 (psi) INPUT DL (w/o bm wt)7 (psf) CL Deflection (TL)0.46 (in)Surface Area =12.916 (sq ft) INPUT WIND 10.44 (psf) Span/Deflection (TL) 394 0.6*DL-WLup =-16 (plf) GUST FACTOR 0.85 CL Deflection (LL) 0.34 (in)Q =0.00000 ° INPUT UPLIFT FACTOR -0.8 Span/Deflection (LL) 526 density = 36 pcf INPUT SL LEFT (psf) INPUT SL RIGHT (psf) Unb SL Dist. from CL (ft)(ft) DIST. From Col. CL. (ft)DEPTH (in)S (in3)MD+L (#-in)fb (psi)M0.6*D-W (#-in)fb (psi)fb (psi)CV F’b (psi) -0.229 5.541 26 -6421 -251 Moverhang = MDL+LL 0.229 6.875 39 887 23 -328 -8 0.000 6.208 32 -7963 -248 0 0 -7963 -248 0.483 6.875 39 6784 172 -681 -17 0.934 =CC 1689 43 1.00 2760 0.966 6.875 39 17752 451 -1318 -33 0.0616 = Krs 10600 269 1.00 2760 1.450 6.875 39 27977 710 -1912 -49 1.6750 = KΘ 18767 476 1.00 2760 1.933 6.875 39 37458 951 -2461 -62 0.70 = Crs 26190 665 1.00 2760 2.416 6.875 39 46192 1173 -2967 -75 1.000 = CI 32866 834 1.00 2760 2.899 6.875 39 54177 1375 -3429 -87 @TAN 38794 985 1.00 2579 4.112 7.351 45 70913 1575 -4395 -98 50366 1118 1.00 2579 5.325 8.767 64 82899 1294 -5085 -79 57189 893 1.00 2579 6.537 11.128 103 90111 873 -5499 -53 59237 574 1.00 2579 7.750 14.473 175 92520 530 -5637 -32 888 = (KΘ)*fb @CL 56483 324 1.00 2579 ------------------------VERTICAL------------------------------------------------------------------------------------------------------------------------23 = frt @CL REACTIONS 1 SPACING (3 OR MORE BAY BUILDING) COL HEIGHT (ft) 8 5 col face (inches) F’RT =83 (psi) 10.44 psf (WIND) V dead load 674 V live load 2000 downward WINDWARD LEEWARD V wind load 593 -89 V (uplift) -0.80 -568 LOAD COMBINATIONS V dl + ll 2674 # V dl+0.75*(ll+wl) 2619 # V 0.6*dl-uplift -163 # VERT. PRO. H wind top PARALLEL 132 # WS FACTOR 1.10 INPUT H wind base 185 # LS FACTOR -0.39 INPUT M wind 1271 #-ft ROOF WL FACT. 1.49 H wind top PERPEND. 57 # H wind base 116 # ON END BAY M wind 732 #-ft WS FACTOR 1 INPUT PFCLD Joint Coordinates Joint X Y DEPTH 1 -7.75 0.00 2 -7.75 8.00 3 -10.00 7.97 4 -7.75 8.27 5 -6.78 8.48 4.85 6 -5.82 8.72 6.54 7 -4.85 8.96 6.87 8 -2.43 9.49 6.87 9 0.00 9.87 7.82 10 2.43 9.49 11.62 11 4.85 8.96 11.62 12 5.82 8.72 7.82 13 6.78 8.48 6.87 14 7.75 8.27 6.87 15 10.00 7.97 6.54 16 7.75 8.00 4.85 17 7.75 0.00 14.47 18 0.00 10.47 MD+S unb (#-in) CURVED BEAM DESIGN MCL = MDL+LL(LENGTH) – MDL+0.5*LL(OVERHANG) =============================================================================================================================================================== Sheet 13 D+S UNB of 09:15 AM Job No.15472 R RADIANS DEGREES GEOMETRY TJE INPUT Fb 2400 (psi)+========+=========+02/27/25 INPUT Fv 300 (psi) TOP SLOPE 0.24498 14.03624°RUN 7.521 =7 ' -6 1/4 '' Cvr = 0.72 BOTTOM SLOPE 0.2449787 14.03624° RISE 1.880 = 1 ' - 10 9/16'' INPUT Fc(perp) (core lam)650 (psi)TANGENT LOCATION 4.85071 (ft) (from cl.)DECK 10.308 =10 ' -3 11/16'' INPUT CD 1.15 TANGENT DEPTH 7.08659 (in) (vertical)F/F COL 15.042 =15 ' -0 1/2 '' INPUT LAM THICKNESS 1.375 (in) ANGLE 1 1.18906 68.12822° overhang 2.021 = 2 ' - 0 1/4 '' INPUT PITCH 3 ANGLE 2 0.13676 7.83554° D CL 1.206 = 1 ' - 2 1/2 '' INPUT BM LENGTH 20 (ft)W(dl+ll)202 (plf)D END 0.591 =0 ' -7 1/16'' INPUT COL DEPTH 5.5 (in)W(ll)134 (plf)D FLAT 0.476 =0 ' -5 11/16'' INPUT SPACING 8 (ft)1981 AITC Technical Note #4 (CL Deflection)BM LENGTH 20.000 = 20 ' - 0 '' INPUT RADIUS 20 (ft)deff =9.469 (in)TOTAL RISE 2.500 =2 ' -6 '' INPUT BM WIDTH 5 (in) CL Deflection (TL)0.40 (in)L/Lc 1.550 INPUT END DEPTH 7.087 (in) Span/Deflection (TL)451 Dc/Rm 0.059 INPUT CL. DEPTH 14.473 (in) CL Deflection (LL)0.27 (in)BM WGT 194 # INPUT OVERHANG (cl. BRG)2.25 (ft)Span/Deflection (LL)678 INPUT 'E'1800 (ksi)AITC "TCM" 6th Edition (CL Deflection)fv =74 (psi) INPUT LL (Horz. Projection)16.8 (psf)dequiv =9.640 (in)F’V =248 (psi) INPUT DL (w/o bm wt)7 (psf) CL Deflection (TL)0.35 (in)Surface Area =12.916 (sq ft) INPUT WIND 10.44 (psf) Span/Deflection (TL) 522 0.6*DL-WLup =-16 (plf) GUST FACTOR 0.85 CL Deflection (LL) 0.23 (in)Q =0.00000 ° INPUT UPLIFT FACTOR -0.8 Span/Deflection (LL) 783 density = 36 pcf INPUT SL LEFT (psf)5.04 INPUT SL RIGHT (psf)27 =16.8+10.2 Unb SL Dist. from CL (ft)6.6 (ft) DIST. From Col. CL. (ft)DEPTH (in)S (in3)MD+L (#-in)fb (psi)M0.6*D-W (#-in)fb (psi)fb (psi)CV F’b (psi) -0.229 5.541 26 -4814 -188 Moverhang = MDL+LL 0.229 6.875 39 506 13 -328 -8 0.000 6.208 32 -5970 -186 0 0 -5970 -186 0.483 6.875 39 4924 125 -681 -17 0.934 =CC 4142 105 1.00 2760 0.966 6.875 39 13220 336 -1318 -33 0.0616 = Krs 13696 348 1.00 2760 1.450 6.875 39 20957 532 -1912 -49 1.6750 = KΘ 22647 575 1.00 2760 1.933 6.875 39 28132 714 -2461 -62 0.70 = Crs 30825 783 1.00 2760 2.416 6.875 39 34745 882 -2967 -75 1.000 = CI 38212 970 1.00 2760 2.899 6.875 39 40794 1036 -3429 -87 @TAN 44805 1138 1.00 2579 4.112 7.351 45 53478 1188 -4395 -98 57850 1285 1.00 2579 5.325 8.767 64 62570 977 -5085 -79 65863 1028 1.00 2579 6.537 11.128 103 68045 659 -5499 -53 68819 667 1.00 2579 7.750 14.473 175 69876 400 -5637 -32 671 = (KΘ)*fb @CL 66691 382 1.00 2579 ------------------------VERTICAL------------------------------------------------------------------------------------------------------------------------17 = frt @CL REACTIONS 1 SPACING (3 OR MORE BAY BUILDING) COL HEIGHT (ft) 8 5 col face (inches) F’RT =83 (psi) 10.44 psf (WIND) V dead load 674 V live load 1344 downward WINDWARD LEEWARD V wind load 593 -89 V (uplift) -0.80 -568 LOAD COMBINATIONS V dl + ll 2018 # V dl+0.75*(ll+wl) 2127 # V 0.6*dl-uplift -163 # VERT. PRO. H wind top PARALLEL 132 # WS FACTOR 1.10 INPUT H wind base 185 # LS FACTOR -0.39 INPUT M wind 1271 #-ft ROOF WL FACT. 1.49 H wind top PERPEND. 57 # H wind base 116 # ON END BAY M wind 732 #-ft WS FACTOR 1 INPUT PFCLD Joint Coordinates Joint X Y DEPTH 1 -7.75 0.00 2 -7.75 8.00 3 -10.00 7.97 4 -7.75 8.27 5 -6.78 8.48 4.85 6 -5.82 8.72 6.54 7 -4.85 8.96 6.87 8 -2.43 9.49 6.87 9 0.00 9.87 7.82 10 2.43 9.49 11.62 11 4.85 8.96 11.62 12 5.82 8.72 7.82 13 6.78 8.48 6.87 14 7.75 8.27 6.87 15 10.00 7.97 6.54 16 7.75 8.00 4.85 17 7.75 0.00 14.47 18 0.00 10.47 MD+S unb (#-in) CURVED BEAM DESIGN MCL = MDL+LL(LENGTH) – MDL+0.5*LL(OVERHANG) =============================================================================================================================================================== Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 14 Denotes Top of Beam Denotes Beam C.L. 5"x5 1/2" SP #50(1:12) U = 0.650 < 1.0 OK Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 15 Model Settings Number of Reported Sections 2 Number of Internal Sections 100 Member Area Load Mesh Size (in2)144 Consider Shear Deformation Yes Consider Torsional Warping Yes Approximate Mesh Size (in)24 Transfer Forces Between Intersecting Wood Walls Yes Increase Wood Wall Nailing Capacity for Wind Loads Yes Include P-Delta for Walls Yes Optimize Masonry and Wood Walls Yes Maximum Number of Iterations 3 Single No Multiple (Optimum)Yes Maximum No Global Axis corresponding to vertical direction Y Convert Existing Data Yes Default Global Plane for z-axis XZ Plate Local Axis Orientation Nodal Hot Rolled Steel AISC 15th (360-16): ASD Stiffness Adjustment Yes (Iterative) Notional Annex None Connections AISC 15th (360-16): ASD Cold Formed Steel AISI S100-20: ASD Stiffness Adjustment Yes (Iterative) Wood AWC NDS-18 / SDPWS-21 ASD Temperature < 100F Concrete ACI 318-19 Masonry None Aluminum None Structure Type Building Stiffness Adjustment Yes (Iterative) Stainless None Stiffness Adjustment Yes (Iterative) Compression Stress Block Rectangular Stress Block Analyze using Cracked Sections Yes Leave room for horizontal rebar splices (2*d bar spacing)Yes List forces which were ignored for design in the Detail Report Yes Column Min Steel 1 Column Max Steel 8 Rebar Material Spec ASTM A615 Warn if beam-column framing arrangement is not understood No Number of Shear Regions 4 Region 2 & 3 Spacing Increase Increment (in)4 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 16 Model Settings (Continued) Code ASCE 7-16 Risk Category I or II Drift Cat Other Base Elevation (ft) Include the weight of the structure in base shear calcs Yes S1 (g)0.464 SD1 (g)0.568 SDS (g)1.03 TL (sec)16 T Z (sec) T X (sec) CtZ 0.02 CtX 0.02 CtExp. Z 0.75 CtExp. X 0.75 R Z 1.5 R X 1.5 Ω0Z 1.5 Ω0X 1.5 CdZ 1.5 CdX 1.5 ρ Z 1.3 ρ X 1.3 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 17 Node Coordinates Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 1 1 -7.75 0 0 2 2 -7.75 8 0 3 3 -10 7.97 0 4 4 -7.75 8.27 0 5 5 -6.78 8.48 0 6 6 -5.82 8.72 0 7 7 -4.85 8.96 0 8 8 -2.43 9.49 0 9 9 0 9.87 0 10 10 2.43 9.49 0 11 11 4.85 8.96 0 12 12 5.82 8.72 0 13 13 6.78 8.48 0 14 14 7.75 8.27 0 15 15 10 7.97 0 16 16 7.75 8 0 17 17 7.75 0 0 18 18 0 10.47 0 19 19 -7.75 8.533 0 20 20 -6.78 8.775 0 21 21 -5.82 9.015 0 22 22 -4.85 9.258 0 23 23 -2.43 9.863 0 24 24 2.43 9.863 0 25 25 4.85 9.258 0 26 26 5.82 9.015 0 27 27 6.78 8.775 0 28 28 7.75 8.533 0 Node Boundary Conditions Node Label X [lb/in] Y [lb/in] Z [lb/in] X Rot [k-ft/rad] Y Rot [k-ft/rad] Z Rot [k-ft/rad] 1 1 Reaction Reaction Reaction Reaction Reaction Reaction 2 17 Reaction Reaction Reaction Reaction Reaction Reaction Wood Properties Label Type Database Species Grade Cm Ci Emod Nu Therm. Coeff. [1e⁵°F⁻¹] Density [lb/ft³] 1 DF Solid Sawn Visually Graded <?><?>1 0.3 0.3 35 2 SP Solid Sawn Visually Graded <?><?>1 0.3 0.3 35 3 HF Solid Sawn Visually Graded <?><?>1 0.3 0.3 35 4 SPF Solid Sawn Visually Graded <?><?>1 0.3 0.3 35 5 24F-1.8E DF Balanced Glulam NDS Table 5A 24F-1.8E_DF_BAL na 1 0.3 0.3 35 6 24F-1.8E DF Unbalanced Glulam NDS Table 5A 24F-1.8E_DF_UNBAL na 1 0.3 0.3 35 7 24F-1.8E SP Balanced Glulam NDS Table 5A 24F-1.8E_SP_BAL na 1 0.3 0.3 35 8 24F-1.8E SP Unbalanced Glulam NDS Table 5A 24F-1.8E_SP_UNBAL na 1 0.3 0.3 35 9 24F-V3 SP Glulam NDS Table 5A 24F-V3_SP/SP na 1 0.3 0.3 35 10 50(1:12) SP (WET)Glulam NDS Table 5B 50SP_N1D12_4LAM na Yes 1 0.3 0.3 35 11 24F-V5 SP (WET)Glulam NDS Table 5A 24F-V5_SP/SP na Yes 1 0.3 0.3 35 12 24F-V3 SP_ZERO Glulam NDS Table 5A 24F-V3_SP/SP na 1 0.3 0.3 0 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 18 Member Primary Data Label I Node J Node Rotate(deg)Section/Shape Type Design List Material Design Rule 1 M1 1 2 5X5.5FS Column Glulam_SouthernPine 50(1:12) SP (WET)Typical 2 M2 17 16 5X5.5FS Column Glulam_SouthernPine 50(1:12) SP (WET)Typical 3 M3 2 4 5X6.54FS None None 24F-V3 SP_ZERO Typical 4 M4 16 14 5X6.54FS None None 24F-V3 SP_ZERO Typical 5 M5 3 4 90 4.85X5FS None None 24F-V3 SP Typical 6 M6 4 5 5X6.54FS None None 24F-V3 SP Typical 7 M7 5 6 5X6.87FS None None 24F-V3 SP Typical 8 M8 6 7 5X6.87FS None None 24F-V3 SP Typical 9 M9 7 8 5X7.82FS None None 24F-V3 SP Typical 10 M10 8 9 5X11.62FS None None 24F-V3 SP Typical 11 M11 9 10 5X11.62FS None None 24F-V3 SP Typical 12 M12 10 11 5X7.82FS None None 24F-V3 SP Typical 13 M13 11 12 5X6.87FS None None 24F-V3 SP Typical 14 M14 12 13 5X6.87FS None None 24F-V3 SP Typical 15 M15 13 14 5X6.54FS None None 24F-V3 SP Typical 16 M16 14 15 90 4.85X5FS None None 24F-V3 SP Typical 17 M17 18 9 5X6FS None None 24F-V3 SP Typical 18 M18 4 19 5X5.5FS None None 24F-V3 SP_ZERO Typical 19 M19 5 20 5X5.5FS None None 24F-V3 SP_ZERO Typical 20 M20 6 21 5X5.5FS None None 24F-V3 SP_ZERO Typical 21 M21 7 22 5X5.5FS None None 24F-V3 SP_ZERO Typical 22 M22 8 23 5X5.5FS None None 24F-V3 SP_ZERO Typical 23 M23 10 24 5X5.5FS None None 24F-V3 SP_ZERO Typical 24 M24 11 25 5X5.5FS None None 24F-V3 SP_ZERO Typical 25 M25 12 26 5X5.5FS None None 24F-V3 SP_ZERO Typical 26 M26 13 27 5X5.5FS None None 24F-V3 SP_ZERO Typical 27 M27 14 28 5X5.5FS None None 24F-V3 SP_ZERO Typical 28 M28 3 19 5X5.5FS None None 24F-V3 SP_ZERO Typical 29 M29 19 20 5X5.5FS None None 24F-V3 SP_ZERO Typical 30 M30 20 21 5X5.5FS None None 24F-V3 SP_ZERO Typical 31 M31 21 22 5X5.5FS None None 24F-V3 SP_ZERO Typical 32 M32 22 23 5X5.5FS None None 24F-V3 SP_ZERO Typical 33 M33 23 18 5X5.5FS None None 24F-V3 SP_ZERO Typical 34 M34 15 28 5X5.5FS None None 24F-V3 SP_ZERO Typical 35 M35 28 27 5X5.5FS None None 24F-V3 SP_ZERO Typical 36 M36 27 26 5X5.5FS None None 24F-V3 SP_ZERO Typical 37 M37 26 25 5X5.5FS None None 24F-V3 SP_ZERO Typical 38 M38 25 24 5X5.5FS None None 24F-V3 SP_ZERO Typical 39 M39 24 18 5X5.5FS None None 24F-V3 SP_ZERO Typical Member Advanced Data Label I Release J Release Col-Wall Vert Release Physical Deflection Ratio Options Activation Seismic DR 1 M1 OOOXOX Yes ** NA **None 2 M2 OOOXOX Yes ** NA **None 3 M3 Yes ** NA **Exclude None 4 M4 Yes ** NA **Exclude None 5 M5 Yes ** NA **None 6 M6 Yes ** NA **None 7 M7 Yes ** NA **None 8 M8 Yes ** NA **None Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 19 Member Advanced Data (Continued) Label I Release J Release Col-Wall Vert Release Physical Deflection Ratio Options Activation Seismic DR 9 M9 Yes ** NA **None 10 M10 Yes ** NA **None 11 M11 Yes ** NA **None 12 M12 Yes ** NA **None 13 M13 Yes ** NA **None 14 M14 Yes ** NA **None 15 M15 Yes ** NA **None 16 M16 Yes ** NA **None 17 M17 Yes ** NA **Exclude None 18 M18 Yes ** NA **Exclude None 19 M19 Yes ** NA **Exclude None 20 M20 Yes ** NA **Exclude None 21 M21 Yes ** NA **Exclude None 22 M22 Yes ** NA **Exclude None 23 M23 Yes ** NA **Exclude None 24 M24 Yes ** NA **Exclude None 25 M25 Yes ** NA **Exclude None 26 M26 Yes ** NA **Exclude None 27 M27 Yes ** NA **Exclude None 28 M28 XOOXXX BenPIN Yes ** NA **Exclude None 29 M29 XOOXXX BenPIN Yes ** NA **Exclude None 30 M30 XOOXXX BenPIN Yes ** NA **Exclude None 31 M31 XOOXXX BenPIN Yes ** NA **Exclude None 32 M32 XOOXXX BenPIN Yes ** NA **Exclude None 33 M33 XOOXXX BenPIN Yes ** NA **Exclude None 34 M34 XOOXXX BenPIN Yes ** NA **Exclude None 35 M35 XOOXXX BenPIN Yes ** NA **Exclude None 36 M36 XOOXXX BenPIN Yes ** NA **Exclude None 37 M37 XOOXXX BenPIN Yes ** NA **Exclude None 38 M38 XOOXXX BenPIN Yes ** NA **Exclude None 39 M39 XOOXXX BenPIN Yes ** NA **Exclude None Wood Design Parameters Label Shape Length [ft] le-bend top [ft] le-bend bot [ft] K y-y K z-z Cr y sway z sway 1 M1 5X5.5FS 8 12.89 12.89 2.1 2.1 2 M2 5X5.5FS 8 12.89 12.89 2.1 2.1 3 M3 5X6.54FS 0.27 Lbyy 4 M4 5X6.54FS 0.27 Lbyy 5 M5 4.85X5FS 2.27 Lbyy 6 M6 5X6.54FS 0.992 Lbyy 7 M7 5X6.87FS 0.99 Lbyy 8 M8 5X6.87FS 0.999 Lbyy 9 M9 5X7.82FS 2.477 Lbyy 10 M10 5X11.62FS 2.46 Lbyy 11 M11 5X11.62FS 2.46 Lbyy 12 M12 5X7.82FS 2.477 Lbyy 13 M13 5X6.87FS 0.999 Lbyy 14 M14 5X6.87FS 0.99 Lbyy 15 M15 5X6.54FS 0.992 Lbyy 16 M16 4.85X5FS 2.27 Lbyy 17 M17 5X6FS 0.6 Lbyy Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 20 Wood Design Parameters (Continued) Label Shape Length [ft] le-bend top [ft] le-bend bot [ft] K y-y K z-z Cr y sway z sway 18 M18 5X5.5FS 0.263 Lbyy 19 M19 5X5.5FS 0.295 Lbyy 20 M20 5X5.5FS 0.295 Lbyy 21 M21 5X5.5FS 0.298 Lbyy 22 M22 5X5.5FS 0.373 Lbyy 23 M23 5X5.5FS 0.373 Lbyy 24 M24 5X5.5FS 0.298 Lbyy 25 M25 5X5.5FS 0.295 Lbyy 26 M26 5X5.5FS 0.295 Lbyy 27 M27 5X5.5FS 0.263 Lbyy 28 M28 5X5.5FS 2.319 Lbyy 29 M29 5X5.5FS 1 Lbyy 30 M30 5X5.5FS 0.99 Lbyy 31 M31 5X5.5FS 1 Lbyy 32 M32 5X5.5FS 2.494 Lbyy 33 M33 5X5.5FS 2.505 Lbyy 34 M34 5X5.5FS 2.319 Lbyy 35 M35 5X5.5FS 1 Lbyy 36 M36 5X5.5FS 0.99 Lbyy 37 M37 5X5.5FS 1 Lbyy 38 M38 5X5.5FS 2.494 Lbyy 39 M39 5X5.5FS 2.505 Lbyy Node Loads and Enforced Displacements (BLC 4 : W Lat 1 (97 mph)) Node Label L, D, M Direction Magnitude [(lb, kip-in), (in, rad), (lb*s²/ft, lb*s²*ft)] 1 3 L X 53 2 15 L X 42 Node Loads and Enforced Displacements (BLC 5 : W Lat 2 (97 mph)) Node Label L, D, M Direction Magnitude [(lb, kip-in), (in, rad), (lb*s²/ft, lb*s²*ft)] 1 3 L X 53 2 15 L X 42 Member Distributed Loads (BLC 1 : D (7 psf)) Member LabelDirection Start Magnitude [lb/ft, F, psf, kip-in/ft] End Magnitude [lb/ft, F, psf, kip-in/ft] Start Location [(ft, %)]End Location [(ft, %)] 1 M5 PY -57.7 -57.7 0 %100 2 M6 PY -57.7 -57.7 0 %100 3 M7 PY -57.7 -57.7 0 %100 4 M8 PY -57.7 -57.7 0 %100 5 M9 PY -57.7 -57.7 0 %100 6 M10 PY -57.7 -57.7 0 %100 7 M11 PY -57.7 -57.7 0 %100 8 M12 PY -57.7 -57.7 0 %100 9 M13 PY -57.7 -57.7 0 %100 10 M14 PY -57.7 -57.7 0 %100 11 M15 PY -57.7 -57.7 0 %100 12 M16 PY -57.7 -57.7 0 %100 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 21 Member Distributed Loads (BLC 2 : S Left (25 psf)) Member LabelDirectionStart Magnitude [lb/ft, F, psf, kip-in/ft]End Magnitude [lb/ft, F, psf, kip-in/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 M5 PY -200 -200 0 %100 2 M6 PY -200 -200 0 %100 3 M7 PY -200 -200 0 %100 4 M8 PY -200 -200 0 %100 5 M9 PY -200 -200 0 %100 6 M10 PY -200 -200 0 %100 Member Distributed Loads (BLC 3 : S Right (25 psf)) Member LabelDirectionStart Magnitude [lb/ft, F, psf, kip-in/ft]End Magnitude [lb/ft, F, psf, kip-in/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 M11 PY -200 -200 0 %100 2 M12 PY -200 -200 0 %100 3 M13 PY -200 -200 0 %100 4 M14 PY -200 -200 0 %100 5 M15 PY -200 -200 0 %100 6 M16 PY -200 -200 0 %100 Member Distributed Loads (BLC 4 : W Lat 1 (97 mph)) Member LabelDirection Start Magnitude [lb/ft, F, psf, kip-in/ft] End Magnitude [lb/ft, F, psf, kip-in/ft] Start Location [(ft, %)]End Location [(ft, %)] 1 M1 X 11.1 11.1 0 %100 2 M2 X 11.1 11.1 0 %100 3 M5 PY -130.2 -130.2 0 %100 4 M5 PX 130.2 130.2 0 %100 5 M6 PY -130.2 -130.2 0 %100 6 M6 PX 130.2 130.2 0 %100 7 M7 PY -130.2 -130.2 0 %100 8 M7 PX 130.2 130.2 0 %100 9 M8 PY -130.2 -130.2 0 %100 10 M8 PX 130.2 130.2 0 %100 11 M9 PY -130.2 -130.2 0 %100 12 M9 PX 130.2 130.2 0 %100 13 M10 PY -130.2 -130.2 0 %100 14 M10 PX 130.2 130.2 0 %100 15 M11 PY 45.8 45.8 0 %100 16 M11 PX 45.8 45.8 0 %100 17 M12 PY 45.8 45.8 0 %100 18 M12 PX 45.8 45.8 0 %100 19 M13 PY 45.8 45.8 0 %100 20 M13 PX 45.8 45.8 0 %100 21 M14 PY 45.8 45.8 0 %100 22 M14 PX 45.8 45.8 0 %100 23 M15 PY 45.8 45.8 0 %100 24 M15 PX 45.8 45.8 0 %100 25 M16 PY 45.8 45.8 0 %100 26 M16 PX 45.8 45.8 0 %100 27 M17 PX 45.8 45.8 0 %100 28 M17 PX 130.2 130.2 0 %100 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 22 Member Distributed Loads (BLC 5 : W Lat 2 (97 mph)) Member LabelDirection Start Magnitude [lb/ft, F, psf, kip-in/ft] End Magnitude [lb/ft, F, psf, kip-in/ft] Start Location [(ft, %)]End Location [(ft, %)] 1 M1 X 11.1 11.1 0 %100 2 M2 X 11.1 11.1 0 %100 3 M5 PY -13.4 -13.4 0 %100 4 M5 PX 13.4 13.4 0 %100 5 M6 PY -13.4 -13.4 0 %100 6 M6 PX 13.4 13.4 0 %100 7 M7 PY -13.4 -13.4 0 %100 8 M7 PX 13.4 13.4 0 %100 9 M8 PY -13.4 -13.4 0 %100 10 M8 PX 13.4 13.4 0 %100 11 M9 PY -13.4 -13.4 0 %100 12 M9 PX 13.4 13.4 0 %100 13 M10 PY -13.4 -13.4 0 %100 14 M10 PX 13.4 13.4 0 %100 15 M11 PY 131.7 131.7 0 %100 16 M11 PX 131.7 131.7 0 %100 17 M12 PY 131.7 131.7 0 %100 18 M12 PX 131.7 131.7 0 %100 19 M13 PY 131.7 131.7 0 %100 20 M13 PX 131.7 131.7 0 %100 21 M14 PY 131.7 131.7 0 %100 22 M14 PX 131.7 131.7 0 %100 23 M15 PY 131.7 131.7 0 %100 24 M15 PX 131.7 131.7 0 %100 25 M16 PY 131.7 131.7 0 %100 26 M16 PX 131.7 131.7 0 %100 27 M17 PX 131.7 131.7 0 %100 28 M17 PX 13.4 13.4 0 %100 Member Distributed Loads (BLC 6 : W UP (97 mph)) Member LabelDirection Start Magnitude [lb/ft, F, psf, kip-in/ft] End Magnitude [lb/ft, F, psf, kip-in/ft] Start Location [(ft, %)]End Location [(ft, %)] 1 M5 PY 86.3 86.3 0 %100 2 M6 PY 86.3 86.3 0 %100 3 M7 PY 86.3 86.3 0 %100 4 M8 PY 86.3 86.3 0 %100 5 M9 PY 86.3 86.3 0 %100 6 M10 PY 86.3 86.3 0 %100 7 M11 PY 86.3 86.3 0 %100 8 M12 PY 86.3 86.3 0 %100 9 M13 PY 86.3 86.3 0 %100 10 M14 PY 86.3 86.3 0 %100 11 M15 PY 86.3 86.3 0 %100 12 M16 PY 86.3 86.3 0 %100 13 M5 PX -86.3 -86.3 0 %100 14 M6 PX -86.3 -86.3 0 %100 15 M7 PX -86.3 -86.3 0 %100 16 M8 PX -86.3 -86.3 0 %100 17 M9 PX -86.3 -86.3 0 %100 18 M10 PX -86.3 -86.3 0 %100 19 M11 PX 86.3 86.3 0 %100 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 23 Member Distributed Loads (BLC 6 : W UP (97 mph)) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, kip-in/ft] End Magnitude [lb/ft, F, psf, kip-in/ft] Start Location [(ft, %)]End Location [(ft, %)] 20 M12 PX 86.3 86.3 0 %100 21 M13 PX 86.3 86.3 0 %100 22 M14 PX 86.3 86.3 0 %100 23 M15 PX 86.3 86.3 0 %100 24 M16 PX 86.3 86.3 0 %100 25 M1 Z -15.5 -15.5 0 %100 26 M2 Z -15.5 -15.5 0 %100 27 M5 Z -10.1 -17.1 0 %100 28 M6 Z -17.1 -20.1 0 %100 29 M7 Z -20.1 -23.1 0 %100 30 M8 Z -23.1 -26.1 0 %100 31 M9 Z -26.1 -33.6 0 %100 32 M10 Z -33.6 -41.1 0 %100 33 M11 Z -41.1 -33.6 0 %100 34 M12 Z -33.6 -26.1 0 %100 35 M13 Z -26.1 -23.1 0 %100 36 M14 Z -23.1 -20.1 0 %100 37 M15 Z -20.1 -17.1 0 %100 38 M16 Z -17.1 -10.1 0 %100 Member Distributed Loads (BLC 7 : S') Member LabelDirectionStart Magnitude [lb/ft, F, psf, kip-in/ft]End Magnitude [lb/ft, F, psf, kip-in/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 M11 PY -81.6 -81.6 0 %100 2 M12 PY -81.6 -81.6 0 %100 3 M13 PY -81.6 -81.6 0 %100 4 M14 PY -81.6 -81.6 0 0.804 Member Distributed Loads (BLC 8 : W Down (97 mph)) Member LabelDirection Start Magnitude [lb/ft, F, psf, kip-in/ft] End Magnitude [lb/ft, F, psf, kip-in/ft] Start Location [(ft, %)]End Location [(ft, %)] 1 M5 PY -79 -79 0 %100 2 M6 PY -79 -79 0 %100 3 M7 PY -79 -79 0 %100 4 M8 PY -79 -79 0 %100 5 M9 PY -79 -79 0 %100 6 M10 PY -79 -79 0 %100 7 M11 PY -79 -79 0 %100 8 M12 PY -79 -79 0 %100 9 M13 PY -79 -79 0 %100 10 M14 PY -79 -79 0 %100 11 M15 PY -79 -79 0 %100 12 M16 PY -79 -79 0 %100 13 M5 PX 79 79 0 %100 14 M6 PX 79 79 0 %100 15 M7 PX 79 79 0 %100 16 M8 PX 79 79 0 %100 17 M9 PX 79 79 0 %100 18 M10 PX 79 79 0 %100 19 M11 PX -79 -79 0 %100 20 M12 PX -79 -79 0 %100 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 24 Member Distributed Loads (BLC 8 : W Down (97 mph)) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, kip-in/ft] End Magnitude [lb/ft, F, psf, kip-in/ft] Start Location [(ft, %)]End Location [(ft, %)] 21 M13 PX -79 -79 0 %100 22 M14 PX -79 -79 0 %100 23 M15 PX -79 -79 0 %100 24 M16 PX -79 -79 0 %100 25 M1 Z -15.5 -15.5 0 %100 26 M2 Z -15.5 -15.5 0 %100 27 M5 Z -10.1 -17.1 0 %100 28 M6 Z -17.1 -20.1 0 %100 29 M7 Z -20.1 -23.1 0 %100 30 M8 Z -23.1 -26.1 0 %100 31 M9 Z -26.1 -33.6 0 %100 32 M10 Z -33.6 -41.1 0 %100 33 M11 Z -41.1 -33.6 0 %100 34 M12 Z -33.6 -26.1 0 %100 35 M13 Z -26.1 -23.1 0 %100 36 M14 Z -23.1 -20.1 0 %100 37 M15 Z -20.1 -17.1 0 %100 38 M16 Z -17.1 -10.1 0 %100 Member Distributed Loads (BLC 9 : Ex) Member LabelDirection Start Magnitude [lb/ft, F, psf, kip-in/ft] End Magnitude [lb/ft, F, psf, kip-in/ft] Start Location [(ft, %)]End Location [(ft, %)] 1 M5 X 38.924 38.924 0 %100 2 M6 X 38.924 38.924 0 %100 3 M7 X 38.924 38.924 0 %100 4 M8 X 38.924 38.924 0 %100 5 M9 X 38.924 38.924 0 %100 6 M10 X 38.924 38.924 0 %100 7 M11 X 38.924 38.924 0 %100 8 M12 X 38.924 38.924 0 %100 9 M13 X 38.924 38.924 0 %100 10 M14 X 38.924 38.924 0 %100 11 M15 X 38.924 38.924 0 %100 12 M16 X 38.924 38.924 0 %100 Member Distributed Loads (BLC 10 : Ez) Member LabelDirection Start Magnitude [lb/ft, F, psf, kip-in/ft] End Magnitude [lb/ft, F, psf, kip-in/ft] Start Location [(ft, %)]End Location [(ft, %)] 1 M28 Z -32.06 -32.06 0 %100 2 M29 Z -32.06 -32.06 0 %100 3 M30 Z -32.06 -32.06 0 %100 4 M31 Z -32.06 -32.06 0 %100 5 M32 Z -32.06 -32.06 0 %100 6 M33 Z -32.06 -32.06 0 %100 7 M34 Z -32.06 -32.06 0 %100 8 M35 Z -32.06 -32.06 0 %100 9 M36 Z -32.06 -32.06 0 %100 10 M37 Z -32.06 -32.06 0 %100 11 M38 Z -32.06 -32.06 0 %100 12 M39 Z -32.06 -32.06 0 %100 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 25 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Nodal Distributed 1 D (7 psf)DL -1 12 2 S Left (25 psf)SL 6 3 S Right (25 psf)SL 6 4 W Lat 1 (97 mph)WL+X 2 28 5 W Lat 2 (97 mph)WL-X 2 28 6 W UP (97 mph)WL-Z 38 7 S'OL1 4 8 W Down (97 mph)WL+Z 38 9 Ex ELX 0.687 12 10 Ez ELZ -0.687 12 Load Combinations Description Solve BLC Factor BLC Factor BLC Factor BLC Factor 1 D Yes DL 1 2 D+S Yes DL 1 SL 1 3 D+S UNB Yes DL 1 2 0.202 3 0.672 OL1 1 4 D+0.6W Lat1 Yes DL 1 WL+X 0.6 5 D+0.6W Down Yes DL 1 WL+Z 0.6 6 D+3/4(S+0.6W Lat1)Yes DL 1 SL 0.75 WL+X 0.45 7 D+3/4(S+0.6W Down)Yes DL 1 SL 0.75 WL+Z 0.45 8 0.6D (5.5 psf)+0.6W Lat1 Yes DL 0.6 SL -0.037 WL+X 0.6 9 0.6D (5.5 psf)+0.6W Lat2 Yes DL 0.6 SL -0.037 WL-X 0.6 10 0.6D (5.5 psf)+0.6W up Yes DL 0.6 SL -0.037 WL-Z 0.6 11 0.6D (5.5 psf)+0.6W Down Yes DL 0.6 SL -0.037 WL+Z 0.6 12 D+0.7Ex Yes DL 1 Sds*DL 0.14 Rho*ELX 0.7 13 D+3/4(S+0.7Ex)Yes DL 1 Sds*DL 0.105 SL 0.75 Rho*ELX 0.525 14 0.6D (5.5 psf)+0.7Ex Yes DL 0.6 Sds*DL -0.14 SL -0.028 Rho*ELX 0.7 15 D+0.7Ez Yes DL 1 Sds*DL 0.14 Rho*ELZ 0.7 16 D+3/4(S+0.7Ez)Yes DL 1 Sds*DL 0.105 SL 0.75 Rho*ELZ 0.525 17 0.6D (5.5 psf)+0.7Ez Yes DL 0.6 Sds*DL -0.14 SL -0.028 Rho*ELZ 0.7 18 D+Omega*0.7Ex Yes DL 1 Sds*DL 0.14 Om*ELX 0.7 19 D+3/4(S+Omega*0.7Ex)Yes DL 1 Sds*DL 0.105 SL 0.75 Om*ELX 0.525 20 0.6D (5.5 psf)+Omega*0.7Ex Yes DL 0.6 Sds*DL -0.14 SL -0.028 Om*ELX 0.7 21 D+Omega*0.7Ez Yes DL 1 Sds*DL 0.14 Om*ELZ 0.7 22 D+3/4(S+Omega*0.7Ez)Yes DL 1 Sds*DL 0.105 SL 0.75 Om*ELZ 0.525 23 0.6D (5.5 psf)+Omega*0.7Ez Yes DL 0.6 Sds*DL -0.14 SL -0.028 Om*ELZ 0.7 24 Ex Yes Sds*DL 0.2 ELX 1 25 EZ Yes Sds*DL 0.2 ELZ 1 26 LRFD 27 1.4D DL 1.4 28 1.2D+1.6S DL 1.2 SL 1.6 29 1.2D+1.6S UNB DL 1.2 2 0.323 3 1.075 OL1 1.6 30 1.2D+1.0W Lat1 DL 1.2 WL+X 1 31 1.2D+1.0W Down DL 1.2 WL+Z 1 32 1.2D+1.6S+0.5W Lat1 DL 1.2 SL 1.6 WL+X 0.5 33 1.2D+1.6S+0.5W Down DL 1.2 SL 1.6 WL+Z 0.5 34 1.2D+0.5S+1.0W Lat1 DL 1.2 SL 0.5 WL+X 1 35 1.2D+0.5S+1.0W Down DL 1.2 SL 0.5 WL+Z 1 36 0.9D (5.5 psf)+1.0W Lat1 DL 0.9 SL -0.056 WL+X 1 37 0.9D (5.5 psf)+1.0W Lat2 DL 0.9 SL -0.056 WL-X 1 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 26 Load Combinations (Continued) Description Solve BLC Factor BLC Factor BLC Factor BLC Factor 38 0.9D (5.5 psf)+1.0W Lat UP DL 0.9 SL -0.056 WL-Z 1 39 0.9D (5.5 psf)+1.0W Down DL 0.9 SL -0.056 WL+Z 1 40 1.2D+1.0Ex DL 1.2 Sds*DL 0.2 Rho*ELX 1 41 1.2D+0.2S+1.0Ex DL 1.2 Sds*DL 0.2 SL 0.2 Rho*ELX 1 42 0.9D (5.5 psf)+1.0Ex DL 0.9 Sds*DL -0.2 SL -0.043 Rho*ELX 1 43 1.2D+1.0Ez DL 1.2 Sds*DL 0.2 Rho*ELZ 1 44 1.2D+0.2S+1.0Ez DL 1.2 Sds*DL 0.2 SL 0.2 Rho*ELZ 1 45 0.9D (5.5 psf)+1.0EZ DL 0.9 Sds*DL -0.2 SL -0.043 Rho*ELZ 1 46 1.2D+Omega*1.0Ex DL 1.2 Sds*DL 0.2 Om*ELX 1 47 1.2D+0.2S+Omega*1.0Ex DL 1.2 Sds*DL 0.2 SL 0.2 Om*ELX 1 48 0.9D (5.5 psf)+Omega*1.0Ex DL 0.9 Sds*DL -0.2 SL -0.043 Om*ELX 1 49 1.2D+Omega*1.0Ez DL 1.2 Sds*DL 0.2 Om*ELZ 1 50 1.2D+0.2S+Omega*1.0Ez DL 1.2 Sds*DL 0.2 SL 0.2 Om*ELZ 1 51 0.9D (5.5 psf)+Omega*1.0EZ DL 0.9 Sds*DL -0.2 SL -0.043 Om*ELZ 1 Load Combination Design Description CD ServiceHot RolledCold FormedWoodConcreteMasonryAluminumStainlessConnection 1 D 0.9 Yes Yes Yes Yes Yes Yes Yes Yes Yes 2 D+S 1.15 Yes Yes Yes Yes Yes Yes Yes Yes Yes 3 D+S UNB 1.15 Yes Yes Yes Yes Yes Yes Yes Yes Yes 4 D+0.6W Lat1 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 5 D+0.6W Down 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 6 D+3/4(S+0.6W Lat1)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 7 D+3/4(S+0.6W Down)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 8 0.6D (5.5 psf)+0.6W Lat1 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 9 0.6D (5.5 psf)+0.6W Lat2 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 10 0.6D (5.5 psf)+0.6W up 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 11 0.6D (5.5 psf)+0.6W Down 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 12 D+0.7Ex 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 13 D+3/4(S+0.7Ex)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 14 0.6D (5.5 psf)+0.7Ex 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 15 D+0.7Ez 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 16 D+3/4(S+0.7Ez)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 17 0.6D (5.5 psf)+0.7Ez 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 18 D+Omega*0.7Ex 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 19 D+3/4(S+Omega*0.7Ex)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 20 0.6D (5.5 psf)+Omega*0.7Ex 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 21 D+Omega*0.7Ez 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 22 D+3/4(S+Omega*0.7Ez)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 23 0.6D (5.5 psf)+Omega*0.7Ez 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 24 Ex 25 EZ 26 LRFD 27 1.4D 28 1.2D+1.6S 29 1.2D+1.6S UNB 30 1.2D+1.0W Lat1 31 1.2D+1.0W Down 32 1.2D+1.6S+0.5W Lat1 33 1.2D+1.6S+0.5W Down 34 1.2D+0.5S+1.0W Lat1 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 27 Load Combination Design (Continued) Description CD ServiceHot RolledCold FormedWoodConcreteMasonryAluminumStainlessConnection 35 1.2D+0.5S+1.0W Down 36 0.9D (5.5 psf)+1.0W Lat1 37 0.9D (5.5 psf)+1.0W Lat2 38 0.9D (5.5 psf)+1.0W Lat UP 39 0.9D (5.5 psf)+1.0W Down 40 1.2D+1.0Ex 41 1.2D+0.2S+1.0Ex 42 0.9D (5.5 psf)+1.0Ex 43 1.2D+1.0Ez 44 1.2D+0.2S+1.0Ez 45 0.9D (5.5 psf)+1.0EZ 46 1.2D+Omega*1.0Ex 47 1.2D+0.2S+Omega*1.0Ex 48 0.9D (5.5 psf)+Omega*1.0Ex 49 1.2D+Omega*1.0Ez 50 1.2D+0.2S+Omega*1.0Ez 51 0.9D (5.5 psf)+Omega*1.0EZ Node Reactions LC Node Label X [lb] Y [lb] Z [lb] MX [k-in] MY [k-in] MZ [k-in] 1 1 1 15.131 728.807 0 0 0 -1.453 2 2 58.066 2728.807 0 0 0 -5.574 3 3 43.609 1454.2 0 0 0 -4.186 4 4 -193.503 1301.983 0 0 0 16.019 5 5 24.855 1202.807 231.059 20.706 0 -2.386 6 6 -109.143 2658.689 0 0 0 8.56 7 7 54.625 2584.307 173.295 15.529 0 -5.244 8 8 -201.144 936.46 0 0 0 16.752 9 9 -190.443 272.202 0 0 0 15.725 10 10 -3.132 -154.516 231.059 20.706 0 0.301 11 11 17.214 837.284 231.059 20.706 0 -1.653 12 12 -438.462 782.9 0 0 0 40.488 13 13 -292.863 2269.377 0 0 0 26.911 14 14 -450.081 225.19 0 0 0 41.603 15 15 17.313 833.901 395.63 41.593 0 -1.662 16 16 48.969 2307.628 296.723 31.195 0 -4.701 17 17 5.695 276.19 395.63 41.593 0 -0.547 18 24 -497.735 94.089 0 0 0 46.019 19 25 3.117 150.134 434.758 45.707 0 -0.299 20 1 17 -15.131 728.807 0 0 0 1.453 21 2 -58.066 2728.807 0 0 0 5.574 22 3 -43.609 2289.974 0 0 0 4.186 23 4 -234.057 662.031 0 0 0 19.912 24 5 -24.855 1202.807 231.059 20.706 0 2.386 25 6 -211.527 2178.725 0 0 0 18.389 26 7 -54.625 2584.307 173.295 15.529 0 5.244 27 8 -226.416 296.508 0 0 0 19.179 28 9 -190.767 -255.434 0 0 0 15.756 29 10 3.132 -154.516 231.059 20.706 0 -0.301 30 11 -17.214 837.284 231.059 20.706 0 1.653 31 12 -473.088 884.902 0 0 0 43.812 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 28 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [k-in] MY [k-in] MZ [k-in] 32 13 -390.8 2345.878 0 0 0 36.313 33 14 -461.47 327.191 0 0 0 42.696 34 15 -17.313 833.901 395.63 41.593 0 1.662 35 16 -48.969 2307.628 296.723 31.195 0 4.701 36 17 -5.695 276.19 395.63 41.593 0 0.547 37 24 -503.969 206.179 0 0 0 46.618 38 25 -3.117 150.134 434.758 45.707 0 0.299 39 1 Totals:0 1457.614 0 40 2 0 5457.614 0 41 3 0 3744.174 0 42 4 -427.56 1964.014 0 43 5 0 2405.614 462.119 44 6 -320.67 4837.414 0 45 7 0 5168.614 346.589 46 8 -427.56 1232.969 0 47 9 -381.21 16.769 0 48 10 0 -309.031 462.119 49 11 0 1674.569 462.119 50 12 -911.55 1667.802 0 51 13 -683.663 4615.255 0 52 14 -911.55 552.381 0 53 15 0 1667.802 791.26 54 16 0 4615.255 593.445 55 17 0 552.381 791.26 56 24 -1001.704 300.269 0 57 25 0 300.269 869.517 58 1 COG (ft):X: 0 Y: 8.574 Z: 0 59 2 X: 0 Y: 8.818 Z: 0 60 3 X: 1.73 Y: 8.829 Z: 0 61 4 X: -2.688 Y: 8.66 Z: 0 62 5 X: 0 Y: 8.705 Z: 0 63 6 X: -0.819 Y: 8.807 Z: 0 64 7 X: 0 Y: 8.813 Z: 0 65 8 X: -4.282 Y: 8.671 Z: 0 66 9 X: -259.593 Y: -8.492 Z: 0 67 10 X: 0 Y: 9.851 Z: 0 68 11 X: 0 Y: 8.733 Z: 0 69 12 X: 0 Y: 8.574 Z: 0 70 13 X: 0 Y: 8.79 Z: 0 71 14 X: 0 Y: 8.506 Z: 0 72 15 X: 0 Y: 8.574 Z: 0 73 16 X: 0 Y: 8.79 Z: 0 74 17 X: 0 Y: 8.506 Z: 0 75 24 X: 0 Y: 8.574 Z: 0 76 25 X: 0 Y: 8.574 Z: 0 Node Reactions - Overstrength or Capacity Limit LC Node Label X [lb] Y [lb] Z [lb] MX [k-in] MY [k-in] MZ [k-in] 1 18*1 -508.581 775.054 0 0 0 46.972 2 19*-345.452 2263.492 0 0 0 31.775 3 20*-520.2 217.343 0 0 0 48.088 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 29 Node Reactions - Overstrength or Capacity Limit (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [k-in] MY [k-in] MZ [k-in] 4 21*17.313 833.901 456.496 47.992 0 -1.662 5 22*48.969 2307.628 342.372 35.994 0 -4.701 6 23*5.695 276.19 456.496 47.992 0 -0.547 7 18*17 -543.207 892.748 0 0 0 50.296 8 19*-443.39 2351.763 0 0 0 41.177 9 20*-531.589 335.037 0 0 0 49.181 10 21*-17.313 833.901 456.496 47.992 0 1.662 11 22*-48.969 2307.628 342.372 35.994 0 4.701 12 23*-5.695 276.19 456.496 47.992 0 0.547 13 18*Totals:-1051.789 1667.802 0 14 19*-788.842 4615.255 0 15 20*-1051.789 552.381 0 16 21*0 1667.802 912.993 17 22*0 4615.255 684.744 18 23*0 552.381 912.993 19 18*COG (ft):X: 0 Y: 8.574 Z: 0 20 19*X: 0 Y: 8.79 Z: 0 21 20*X: 0 Y: 8.506 Z: 0 22 21*X: 0 Y: 8.574 Z: 0 23 22*X: 0 Y: 8.79 Z: 0 24 23*X: 0 Y: 8.506 Z: 0 Member Section Forces LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-in] y-y Moment[k-in] z-z Moment[k-in] 1 1 M1 1 728.807 -15.131 0 0 0 -1.453 2 2 675.335 -15.131 0 0 0 0 3 2 M1 1 2728.807 -58.066 0 0 0 -5.574 4 2 2675.335 -58.066 0 0 0 0 5 3 M1 1 1454.2 -43.609 0 0 0 -4.186 6 2 1400.728 -43.609 0 0 0 0 7 4 M1 1 1301.983 193.503 0 0 0 16.019 8 2 1248.511 140.223 0 0 0 0 9 5 M1 1 1202.807 -24.855 231.059 0 -20.706 -2.386 10 2 1149.335 -24.855 156.659 0 -2.095 0 11 6 M1 1 2658.689 109.143 0 0 0 8.56 12 2 2605.217 69.183 0 0 0 0 13 7 M1 1 2584.307 -54.625 173.295 0 -15.529 -5.244 14 2 2530.835 -54.625 117.495 0 -1.571 0 15 8 M1 1 936.46 201.144 0 0 0 16.752 16 2 904.377 147.864 0 0 0 0 17 9 M1 1 272.202 190.443 0 0 0 15.725 18 2 240.119 137.163 0 0 0 0 19 10 M1 1 -154.516 3.132 231.059 0 -20.706 0.301 20 2 -186.599 3.132 156.659 0 -2.095 0 21 11 M1 1 837.284 -17.214 231.059 0 -20.706 -1.653 22 2 805.201 -17.214 156.659 0 -2.095 0 23 12 M1 1 782.9 438.462 0 0 0 40.488 24 2 721.717 405.033 0 0 0 0 25 13 M1 1 2269.377 292.863 0 0 0 26.911 26 2 2210.122 267.791 0 0 0 0 27 14 M1 1 225.19 450.081 0 0 0 41.603 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 30 Member Section Forces (Continued) LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-in] y-y Moment[k-in] z-z Moment[k-in] 28 2 200.817 416.651 0 0 0 0 29 15 M1 1 833.901 -17.313 395.63 0 -41.593 -1.662 30 2 772.718 -17.313 362.201 0 -5.217 0 31 16 M1 1 2307.628 -48.969 296.723 0 -31.195 -4.701 32 2 2248.372 -48.969 271.651 0 -3.913 0 33 17 M1 1 276.19 -5.695 395.63 0 -41.593 -0.547 34 2 251.818 -5.695 362.201 0 -5.217 0 35 1 M2 1 728.807 15.131 0 0 0 1.453 36 2 675.335 15.131 0 0 0 0 37 2 M2 1 2728.807 58.066 0 0 0 5.574 38 2 2675.335 58.066 0 0 0 0 39 3 M2 1 2289.974 43.609 0 0 0 4.186 40 2 2236.501 43.609 0 0 0 0 41 4 M2 1 662.031 234.057 0 0 0 19.912 42 2 608.559 180.777 0 0 0 0 43 5 M2 1 1202.807 24.855 231.059 0 -20.706 2.386 44 2 1149.335 24.855 156.659 0 -2.095 0 45 6 M2 1 2178.725 211.527 0 0 0 18.389 46 2 2125.253 171.567 0 0 0 0 47 7 M2 1 2584.307 54.625 173.295 0 -15.529 5.244 48 2 2530.835 54.625 117.495 0 -1.571 0 49 8 M2 1 296.508 226.416 0 0 0 19.179 50 2 264.425 173.136 0 0 0 0 51 9 M2 1 -255.434 190.767 0 0 0 15.756 52 2 -287.517 137.487 0 0 0 0 53 10 M2 1 -154.516 -3.132 231.059 0 -20.706 -0.301 54 2 -186.599 -3.132 156.659 0 -2.095 0 55 11 M2 1 837.284 17.214 231.059 0 -20.706 1.653 56 2 805.201 17.214 156.659 0 -2.095 0 57 12 M2 1 884.902 473.088 0 0 0 43.812 58 2 823.719 439.659 0 0 0 0 59 13 M2 1 2345.878 390.8 0 0 0 36.313 60 2 2286.623 365.728 0 0 0 0 61 14 M2 1 327.191 461.47 0 0 0 42.696 62 2 302.818 428.041 0 0 0 0 63 15 M2 1 833.901 17.313 395.63 0 -41.593 1.662 64 2 772.718 17.313 362.201 0 -5.217 0 65 16 M2 1 2307.628 48.969 296.723 0 -31.195 4.701 66 2 2248.372 48.969 271.651 0 -3.913 0 67 17 M2 1 276.19 5.695 395.63 0 -41.593 0.547 68 2 251.818 5.695 362.201 0 -5.217 0 69 1 M5 1 0 0 0 0 0 0 70 2 -18.926 0 141.948 0 1.933 0 71 2 M5 1 0 0 0 0 0 0 72 2 -78.4 0 588 0 8.008 0 73 3 M5 1 0 0 0 0 0 0 74 2 -30.94 0 232.05 0 3.16 0 75 4 M5 1 31.521 0 4.203 0 0 0 76 2 12.595 0 323.476 0 4.463 0 77 5 M5 1 0 0 0 0 0 0 78 2 -18.926 -18.522 249.542 0 3.399 0.231 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 31 Member Section Forces (Continued) LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-in] y-y Moment[k-in] z-z Moment[k-in] 79 6 M5 1 23.641 0 3.152 0 0 0 80 2 -39.891 0 612.634 0 8.387 0 81 7 M5 1 0 0 0 0 0 0 82 2 -63.532 -13.892 557.183 0 7.589 0.173 83 8 M5 1 31.521 0 4.203 0 0 0 84 2 22.366 0 250.193 0 3.465 0 85 9 M5 1 31.521 0 4.203 0 0 0 86 2 22.366 0 91.118 0 1.298 0 87 10 M5 1 0 0 0 0 0 0 88 2 -9.155 -18.522 -48.871 0 -0.666 0.231 89 11 M5 1 0 0 0 0 0 0 90 2 -9.155 -18.522 176.259 0 2.401 0.231 91 12 M5 1 0 0 0 0 0 0 92 2 66.332 0 174.148 0 2.372 0 93 13 M5 1 0 0 0 0 0 0 94 2 0.412 0 500.638 0 6.818 0 95 14 M5 1 0 0 0 0 0 0 96 2 81.026 0 63.942 0 0.871 0 97 15 M5 1 0 -33.833 0 0 0 0 98 2 -21.656 -42.198 162.417 0 2.212 1.035 99 16 M5 1 0 -25.375 0 0 0 0 100 2 -65.579 -31.648 491.839 0 6.699 0.777 101 17 M5 1 0 -33.833 0 0 0 0 102 2 -6.961 -42.198 52.21 0 0.711 1.035 103 1 M6 1 127.384 516.881 0 0 0 1.982 104 2 113.872 454.469 0 0 0 -3.802 105 2 M6 1 497.315 2022.701 0 0 0 8.196 106 2 442.755 1770.682 0 0 0 -14.393 107 3 M6 1 289.471 1130.982 0 0 0 3.302 108 2 267.668 1030.27 0 0 0 -9.568 109 4 M6 1 113.621 926.473 0 0 0 4.008 110 2 100.109 786.53 0 0 0 -6.192 111 5 M6 1 228.514 870.847 138.137 1.533 -0.566 3.479 112 2 215.002 761.392 127.061 1.533 1.015 -6.241 113 6 M6 1 394.511 1953.44 0 0 0 8.163 114 2 350.212 1690.674 0 0 0 -13.538 115 7 M6 1 480.68 1911.72 103.603 1.15 -0.424 7.766 116 2 436.382 1671.821 95.296 1.15 0.761 -13.574 117 8 M6 1 48.98 664.005 0 0 0 2.986 118 2 42.392 556.042 0 0 0 -4.28 119 9 M6 1 -68.298 171.081 0 0 0 0.854 120 2 -74.886 132.671 0 0 0 -0.955 121 10 M6 1 -47.733 -132.261 138.137 1.533 -0.566 -0.676 122 2 -54.321 -111.302 127.061 1.533 1.015 0.775 123 11 M6 1 163.873 608.379 138.137 1.533 -0.566 2.456 124 2 157.285 530.905 127.061 1.533 1.015 -4.328 125 12 M6 1 -191.066 612.152 0 0 0 1.06 126 2 -167.348 532.259 0 0 0 -5.755 127 13 M6 1 165.996 1717.699 0 0 0 5.951 128 2 149.619 1499.971 0 0 0 -13.21 129 14 M6 1 -289.115 214.168 0 0 0 -0.479 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 32 Member Section Forces (Continued) LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-in] y-y Moment[k-in] z-z Moment[k-in] 130 2 -254.946 182.548 0 0 0 -2.841 131 15 M6 1 145.752 591.415 271.587 3.719 -1.855 2.268 132 2 130.292 520.004 266.655 3.719 1.35 -4.35 133 16 M6 1 418.609 1702.146 203.69 2.79 -1.392 6.857 134 2 372.849 1490.78 199.991 2.79 1.012 -12.156 135 17 M6 1 47.703 193.431 271.587 3.719 -1.855 0.73 136 2 42.694 170.293 266.655 3.719 1.35 -1.436 137 1 M7 1 128.252 450.622 0 0 0 -3.802 138 2 112.814 388.869 0 0 0 -8.786 139 2 M7 1 498.784 1755.722 0 0 0 -14.393 140 2 436.779 1507.702 0 0 0 -33.768 141 3 M7 1 300.263 1021.246 0 0 0 -9.568 142 2 275.418 921.867 0 0 0 -21.105 143 4 M7 1 125.046 782.952 0 0 0 -6.192 144 2 109.608 643.896 0 0 0 -14.664 145 5 M7 1 239.082 754.178 127.061 1.565 0.966 -6.241 146 2 223.644 645.52 114.237 1.565 2.4 -14.551 147 6 M7 1 403.746 1678.695 0 0 0 -13.538 148 2 353.383 1419.264 0 0 0 -31.931 149 7 M7 1 489.273 1657.114 95.296 1.173 0.724 -13.574 150 2 438.91 1420.482 85.677 1.173 1.8 -31.846 151 8 M7 1 60.035 554.415 0 0 0 -4.28 152 2 52.495 446.951 0 0 0 -10.225 153 9 M7 1 -70.634 134.983 0 0 0 -0.955 154 2 -78.174 96.867 0 0 0 -2.332 155 10 M7 1 -57.829 -109.52 127.061 1.565 0.966 0.775 156 2 -65.369 -88.442 114.237 1.565 2.4 1.95 157 11 M7 1 174.072 525.64 127.061 1.565 0.966 -4.328 158 2 166.532 448.576 114.237 1.565 2.4 -10.112 159 12 M7 1 -150.354 537.307 0 0 0 -5.755 160 2 -129.004 456.895 0 0 0 -11.658 161 13 M7 1 197.196 1494.461 0 0 0 -13.21 162 2 174.424 1279.013 0 0 0 -29.677 163 14 M7 1 -249.018 190.556 0 0 0 -2.841 164 2 -215.736 157.87 0 0 0 -4.91 165 15 M7 1 146.746 515.602 237.637 3.661 1.256 -4.35 166 2 129.082 444.944 232.472 3.661 4.047 -10.053 167 16 M7 1 420.021 1478.182 178.228 2.746 0.942 -12.156 168 2 367.988 1270.05 174.354 2.746 3.035 -28.473 169 17 M7 1 48.083 168.851 237.637 3.661 1.256 -1.436 170 2 42.35 145.919 232.472 3.661 4.047 -3.305 171 1 M8 1 111.87 389.142 0 0 0 -8.786 172 2 96.423 326.713 0 0 0 -13.078 173 2 M8 1 433.118 1508.758 0 0 0 -33.768 174 2 371.076 1258.007 0 0 0 -50.357 175 3 M8 1 273.18 922.533 0 0 0 -21.105 176 2 248.321 822.063 0 0 0 -31.565 177 4 M8 1 108.045 644.16 0 0 0 -14.664 178 2 92.598 503.67 0 0 0 -21.546 179 5 M8 1 222.077 646.061 114.237 1.559 2.404 -14.551 180 2 206.63 536.267 99.488 1.559 3.687 -21.64 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 33 Member Section Forces (Continued) LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-in] y-y Moment[k-in] z-z Moment[k-in] 181 6 M8 1 349.937 1420.117 0 0 0 -31.931 182 2 299.544 1157.901 0 0 0 -47.387 183 7 M8 1 435.461 1421.543 85.677 1.169 1.803 -31.846 184 2 385.068 1182.349 74.616 1.169 2.766 -47.458 185 8 M8 1 51.41 447.078 0 0 0 -10.225 186 2 43.867 338.527 0 0 0 -14.935 187 9 M8 1 -78.409 96.677 0 0 0 -2.332 188 2 -85.953 58.153 0 0 0 -3.26 189 10 M8 1 -65.155 -88.6 114.237 1.559 2.404 1.95 190 2 -72.698 -67.349 99.488 1.559 3.687 2.885 191 11 M8 1 165.442 448.978 114.237 1.559 2.404 -10.112 192 2 157.899 371.124 99.488 1.559 3.687 -15.029 193 12 M8 1 -130.112 456.581 0 0 0 -11.658 194 2 -108.365 375.396 0 0 0 -16.646 195 13 M8 1 171.319 1279.433 0 0 0 -29.677 196 2 148.822 1061.696 0 0 0 -43.713 197 14 M8 1 -216.119 157.346 0 0 0 -4.91 198 2 -182.433 124.41 0 0 0 -6.599 199 15 M8 1 128.002 445.256 203.45 3.551 4.08 -10.053 200 2 110.328 373.825 198.235 3.551 6.489 -14.964 201 16 M8 1 364.905 1270.939 152.588 2.663 3.06 -28.473 202 2 312.841 1060.518 148.676 2.663 4.867 -42.451 203 17 M8 1 41.995 146.022 203.45 3.551 4.08 -3.305 204 2 36.26 122.839 198.235 3.551 6.489 -4.917 205 1 M9 1 87.586 329.192 0 0 0 -13.078 206 2 52.676 169.793 0 0 0 -20.495 207 2 M9 1 337.046 1267.549 0 0 0 -50.357 208 2 198.59 635.355 0 0 0 -78.642 209 3 M9 1 226.081 828.455 0 0 0 -31.565 210 2 170.255 573.551 0 0 0 -52.404 211 4 M9 1 78.994 505.982 0 0 0 -21.546 212 2 44.084 153.051 0 0 0 -31.341 213 5 M9 1 192.106 541.64 99.488 1.459 3.728 -21.64 214 2 157.196 264.814 55.118 1.459 6.054 -33.627 215 6 M9 1 268.237 1165.552 0 0 0 -47.387 216 2 155.668 506.408 0 0 0 -72.24 217 7 M9 1 353.071 1192.295 74.616 1.094 2.796 -47.458 218 2 240.502 590.23 41.339 1.094 4.54 -73.954 219 8 M9 1 34.729 339.586 0 0 0 -14.935 220 2 17.615 67.908 0 0 0 -20.992 221 9 M9 1 -87.488 55.816 0 0 0 -3.26 222 2 -104.603 -42.248 0 0 0 -3.462 223 10 M9 1 -70.857 -69.283 99.488 1.459 3.728 2.885 224 2 -87.972 -19.152 55.118 1.459 6.054 4.199 225 11 M9 1 147.842 375.244 99.488 1.459 3.728 -15.029 226 2 130.727 179.671 55.118 1.459 6.054 -23.277 227 12 M9 1 -118.44 372.34 0 0 0 -16.646 228 2 -58.288 168.033 0 0 0 -24.678 229 13 M9 1 120.161 1065.32 0 0 0 -43.713 230 2 78.889 517.645 0 0 0 -67.242 231 14 M9 1 -185.719 119.45 0 0 0 -6.599 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 34 Member Section Forces (Continued) LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-in] y-y Moment[k-in] z-z Moment[k-in] 232 2 -98.635 38.112 0 0 0 -8.941 233 15 M9 1 100.215 376.662 147.26 3.197 6.621 -14.964 234 2 60.272 194.277 132.542 3.197 10.78 -23.451 235 16 M9 1 284.153 1068.562 110.445 2.398 4.966 -42.451 236 2 167.809 537.328 99.406 2.398 8.085 -66.322 237 17 M9 1 32.937 123.772 147.26 3.197 6.621 -4.917 238 2 19.924 64.356 132.542 3.197 10.78 -7.714 239 1 M10 1 42.316 172.666 0 0 0 -20.495 240 2 15.287 -0.177 0 0 0 -23.041 241 2 M10 1 159.823 646.197 0 0 0 -78.642 242 2 57.707 -6.81 0 0 0 -88.077 243 3 M10 1 135.276 582.793 0 0 0 -52.404 244 2 93.079 312.957 0 0 0 -65.623 245 4 M10 1 34.752 155.436 0 0 0 -31.341 246 2 7.723 -209.546 0 0 0 -30.543 247 5 M10 1 140.902 273.831 55.118 1.09 6.131 -33.627 248 2 113.873 -15.593 0 1.09 6.971 -37.438 249 6 M10 1 124.773 514.892 0 0 0 -72.24 250 2 41.429 -162.179 0 0 0 -77.445 251 7 M10 1 204.386 603.688 41.339 0.818 4.598 -73.954 252 2 121.041 -16.714 0 0.818 5.229 -82.616 253 8 M10 1 13.478 68.849 0 0 0 -20.992 254 2 0.039 -209.23 0 0 0 -18.92 255 9 M10 1 -101.858 -48.494 0 0 0 -3.462 256 2 -115.297 -154.208 0 0 0 -0.47 257 10 M10 1 -86.654 -24.434 55.118 1.09 6.131 4.199 258 2 -100.093 16.981 0 1.09 6.971 4.309 259 11 M10 1 119.628 187.244 55.118 1.09 6.131 -23.277 260 2 106.189 -15.277 0 1.09 6.971 -25.815 261 12 M10 1 -68.338 164.202 0 0 0 -24.678 262 2 8.261 -50.379 0 0 0 -26.358 263 13 M10 1 47.456 521.466 0 0 0 -67.242 264 2 41.832 -42.804 0 0 0 -74.306 265 14 M10 1 -100.759 32.08 0 0 0 -8.941 266 2 -3.451 -50.072 0 0 0 -8.676 267 15 M10 1 48.418 197.565 59.617 2.217 11.004 -23.451 268 2 17.492 -0.202 37.904 2.217 12.443 -26.363 269 16 M10 1 135.023 546.488 44.713 1.663 8.253 -66.322 270 2 48.755 -5.171 28.428 1.663 9.332 -74.31 271 17 M10 1 15.998 65.442 59.617 2.217 11.004 -7.714 272 2 5.78 0.105 37.904 2.217 12.443 -8.681 273 1 M11 1 15.287 0.177 0 0 0 -23.041 274 2 42.316 -172.666 0 0 0 -20.495 275 2 M11 1 57.707 6.81 0 0 0 -88.077 276 2 159.823 -646.197 0 0 0 -78.642 277 3 M11 1 -6.232 322.11 0 0 0 -65.623 278 2 101.892 -369.31 0 0 0 -64.927 279 4 M11 1 134.602 -191.717 0 0 0 -30.771 280 2 161.631 -296.972 0 0 0 -23.559 281 5 M11 1 113.873 15.593 0 -1.09 6.971 -37.438 282 2 140.902 -273.831 -55.118 -1.09 6.131 -33.627 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 35 Member Section Forces (Continued) LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-in] y-y Moment[k-in] z-z Moment[k-in] 283 6 M11 1 136.588 -138.769 0 0 0 -77.616 284 2 219.932 -621.044 0 0 0 -66.403 285 7 M11 1 121.041 16.714 0 -0.818 5.229 -82.616 286 2 204.386 -603.688 -41.339 -0.818 4.598 -73.954 287 8 M11 1 126.918 -192.033 0 0 0 -19.148 288 2 140.357 -210.385 0 0 0 -13.21 289 9 M11 1 -10.7 -176.568 0 0 0 -0.658 290 2 2.739 -68.155 0 0 0 2.953 291 10 M11 1 -100.093 -16.981 0 -1.09 6.971 4.309 292 2 -86.654 24.434 -55.118 -1.09 6.131 4.199 293 11 M11 1 106.189 15.277 0 -1.09 6.971 -25.815 294 2 119.628 -187.244 -55.118 -1.09 6.131 -23.277 295 12 M11 1 26.723 -49.975 0 0 0 -26.368 296 2 165.175 -230.927 0 0 0 -22.223 297 13 M11 1 55.678 -32.462 0 0 0 -74.314 298 2 222.59 -571.51 0 0 0 -65.401 299 14 M11 1 15.011 -50.282 0 0 0 -8.686 300 2 132.754 -98.805 0 0 0 -6.486 301 15 M11 1 17.492 0.202 -37.904 -2.217 12.443 -26.363 302 2 48.418 -197.565 -59.617 -2.217 11.004 -23.451 303 16 M11 1 48.755 5.171 -28.428 -1.663 9.332 -74.31 304 2 135.023 -546.488 -44.713 -1.663 8.253 -66.322 305 17 M11 1 5.78 -0.105 -37.904 -2.217 12.443 -8.681 306 2 15.998 -65.442 -59.617 -2.217 11.004 -7.714 307 1 M12 1 52.676 -169.793 0 0 0 -20.495 308 2 87.586 -329.192 0 0 0 -13.078 309 2 M12 1 198.59 -635.355 0 0 0 -78.642 310 2 337.046 -1267.549 0 0 0 -50.357 311 3 M12 1 124.028 -362.476 0 0 0 -64.927 312 2 270.767 -1032.493 0 0 0 -44.192 313 4 M12 1 179.286 -286.659 0 0 0 -23.559 314 2 214.196 -377.981 0 0 0 -13.68 315 5 M12 1 157.196 -264.814 -55.118 -1.459 6.054 -33.627 316 2 192.106 -541.64 -99.488 -1.459 3.728 -21.64 317 6 M12 1 257.069 -606.614 0 0 0 -66.403 318 2 369.638 -1069.551 0 0 0 -41.488 319 7 M12 1 240.502 -590.23 -41.339 -1.094 4.54 -73.954 320 2 353.071 -1192.295 -74.616 -1.094 2.796 -47.458 321 8 M12 1 152.817 -201.516 0 0 0 -13.21 322 2 169.931 -211.585 0 0 0 -7.07 323 9 M12 1 6.854 -67.865 0 0 0 2.953 324 2 23.968 49.749 0 0 0 3.222 325 10 M12 1 -87.972 19.152 -55.118 -1.459 6.054 4.199 326 2 -70.857 69.283 -99.488 -1.459 3.728 2.885 327 11 M12 1 130.727 -179.671 -55.118 -1.459 6.054 -23.277 328 2 147.842 -375.244 -99.488 -1.459 3.728 -15.029 329 12 M12 1 178.831 -220.521 0 0 0 -22.223 330 2 318.871 -380.984 0 0 0 -13.282 331 13 M12 1 256.728 -557.011 0 0 0 -65.401 332 2 448.145 -1071.803 0 0 0 -41.19 333 14 M12 1 138.483 -90.6 0 0 0 -6.486 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 36 Member Section Forces (Continued) LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-in] y-y Moment[k-in] z-z Moment[k-in] 334 2 251.592 -128.094 0 0 0 -3.235 335 15 M12 1 60.272 -194.277 -132.542 -3.197 10.78 -23.451 336 2 100.215 -376.662 -147.26 -3.197 6.621 -14.964 337 16 M12 1 167.809 -537.328 -99.406 -2.398 8.085 -66.322 338 2 284.153 -1068.562 -110.445 -2.398 4.966 -42.451 339 17 M12 1 19.924 -64.356 -132.542 -3.197 10.78 -7.714 340 2 32.937 -123.772 -147.26 -3.197 6.621 -4.917 341 1 M13 1 96.423 -326.713 0 0 0 -13.078 342 2 111.87 -389.142 0 0 0 -8.786 343 2 M13 1 371.076 -1258.007 0 0 0 -50.357 344 2 433.118 -1508.758 0 0 0 -33.768 345 3 M13 1 298.489 -1024.823 0 0 0 -44.192 346 2 364.258 -1290.639 0 0 0 -30.309 347 4 M13 1 224.302 -372.072 0 0 0 -13.68 348 2 239.749 -407.042 0 0 0 -9.009 349 5 M13 1 206.63 -536.267 -99.488 -1.559 3.687 -21.64 350 2 222.077 -646.061 -114.237 -1.559 2.404 -14.551 351 6 M13 1 398.322 -1059.203 0 0 0 -41.488 352 2 448.715 -1242.279 0 0 0 -27.69 353 7 M13 1 385.068 -1182.349 -74.616 -1.169 2.766 -47.458 354 2 435.461 -1421.543 -85.677 -1.169 1.803 -31.846 355 8 M13 1 175.571 -206.929 0 0 0 -7.07 356 2 183.115 -209.96 0 0 0 -4.57 357 9 M13 1 22.619 50.377 0 0 0 3.222 358 2 30.163 98.848 0 0 0 2.328 359 10 M13 1 -72.698 67.349 -99.488 -1.559 3.687 2.885 360 2 -65.155 88.6 -114.237 -1.559 2.404 1.95 361 11 M13 1 157.899 -371.124 -99.488 -1.559 3.687 -15.029 362 2 165.442 -448.978 -114.237 -1.559 2.404 -10.112 363 12 M13 1 329.021 -372.254 0 0 0 -13.282 364 2 386.116 -433.932 0 0 0 -8.448 365 13 M13 1 476.861 -1059.339 0 0 0 -41.19 366 2 558.49 -1262.446 0 0 0 -27.269 367 14 M13 1 254.952 -121.269 0 0 0 -3.235 368 2 300.109 -134.697 0 0 0 -1.7 369 15 M13 1 110.328 -373.825 -198.235 -3.551 6.489 -14.964 370 2 128.002 -445.256 -203.45 -3.551 4.08 -10.053 371 16 M13 1 312.841 -1060.518 -148.676 -2.663 4.867 -42.451 372 2 364.905 -1270.939 -152.588 -2.663 3.06 -28.473 373 17 M13 1 36.26 -122.839 -198.235 -3.551 6.489 -4.917 374 2 41.995 -146.022 -203.45 -3.551 4.08 -3.305 375 1 M14 1 112.814 -388.869 0 0 0 -8.786 376 2 128.252 -450.622 0 0 0 -3.802 377 2 M14 1 436.779 -1507.702 0 0 0 -33.768 378 2 498.784 -1755.722 0 0 0 -14.393 379 3 M14 1 367.389 -1289.751 0 0 0 -30.309 380 2 429.557 -1538.423 0 0 0 -13.449 381 4 M14 1 240.736 -406.459 0 0 0 -9.009 382 2 256.174 -441.02 0 0 0 -3.977 383 5 M14 1 223.644 -645.52 -114.237 -1.565 2.4 -14.551 384 2 239.082 -754.178 -127.061 -1.565 0.966 -6.241 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 37 Member Section Forces (Continued) LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-in] y-y Moment[k-in] z-z Moment[k-in] 385 6 M14 1 451.729 -1241.186 0 0 0 -27.69 386 2 502.092 -1422.245 0 0 0 -11.876 387 7 M14 1 438.91 -1420.482 -85.677 -1.173 1.8 -31.846 388 2 489.273 -1657.114 -95.296 -1.173 0.724 -13.574 389 8 M14 1 183.624 -209.515 0 0 0 -4.57 390 2 191.164 -212.482 0 0 0 -2.065 391 9 M14 1 29.923 98.921 0 0 0 2.328 392 2 37.463 146.955 0 0 0 0.868 393 10 M14 1 -65.369 88.442 -114.237 -1.565 2.4 1.95 394 2 -57.829 109.52 -127.061 -1.565 0.966 0.775 395 11 M14 1 166.532 -448.576 -114.237 -1.565 2.4 -10.112 396 2 174.072 -525.64 -127.061 -1.565 0.966 -4.328 397 12 M14 1 387.168 -432.993 0 0 0 -8.448 398 2 443.847 -493.897 0 0 0 -2.945 399 13 M14 1 561.553 -1261.087 0 0 0 -27.269 400 2 642.847 -1461.904 0 0 0 -11.102 401 14 M14 1 300.435 -133.968 0 0 0 -1.7 402 2 345.183 -147.146 0 0 0 -0.031 403 15 M14 1 129.082 -444.944 -232.472 -3.661 4.047 -10.053 404 2 146.746 -515.602 -237.637 -3.661 1.256 -4.35 405 16 M14 1 367.988 -1270.05 -174.354 -2.746 3.035 -28.473 406 2 420.021 -1478.182 -178.228 -2.746 0.942 -12.156 407 17 M14 1 42.35 -145.919 -232.472 -3.661 4.047 -3.305 408 2 48.083 -168.851 -237.637 -3.661 1.256 -1.436 409 1 M15 1 113.872 -454.469 0 0 0 -3.802 410 2 127.384 -516.881 0 0 0 1.982 411 2 M15 1 442.755 -1770.682 0 0 0 -14.393 412 2 497.315 -2022.701 0 0 0 8.196 413 3 M15 1 380.467 -1551.293 0 0 0 -13.449 414 2 421.563 -1741.12 0 0 0 6.157 415 4 M15 1 242.034 -448.935 0 0 0 -3.977 416 2 255.546 -484.073 0 0 0 1.579 417 5 M15 1 215.002 -761.392 -127.061 -1.533 1.015 -6.241 418 2 228.514 -870.847 -138.137 -1.533 -0.566 3.479 419 6 M15 1 456.656 -1437.478 0 0 0 -11.876 420 2 500.954 -1621.64 0 0 0 6.34 421 7 M15 1 436.382 -1671.821 -95.296 -1.15 0.761 -13.574 422 2 480.68 -1911.72 -103.603 -1.15 -0.424 7.766 423 8 M15 1 184.317 -218.448 0 0 0 -2.065 424 2 190.905 -221.606 0 0 0 0.556 425 9 M15 1 42.113 145.691 0 0 0 0.868 426 2 48.701 193.685 0 0 0 -1.153 427 10 M15 1 -54.321 111.302 -127.061 -1.533 1.015 0.775 428 2 -47.733 132.261 -138.137 -1.533 -0.566 -0.676 429 11 M15 1 157.285 -530.905 -127.061 -1.533 1.015 -4.328 430 2 163.873 -608.379 -138.137 -1.533 -0.566 2.456 431 12 M15 1 427.932 -507.749 0 0 0 -2.945 432 2 482.57 -570.678 0 0 0 3.477 433 13 M15 1 596.079 -1481.588 0 0 0 -11.102 434 2 671.223 -1686.593 0 0 0 7.764 435 14 M15 1 340.334 -158.038 0 0 0 -0.031 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 38 Member Section Forces (Continued) LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-in] y-y Moment[k-in] z-z Moment[k-in] 436 2 384.521 -172.694 0 0 0 1.938 437 15 M15 1 130.292 -520.004 -266.655 -3.719 1.35 -4.35 438 2 145.752 -591.415 -271.587 -3.719 -1.855 2.268 439 16 M15 1 372.849 -1490.78 -199.991 -2.79 1.012 -12.156 440 2 418.609 -1702.146 -203.69 -2.79 -1.392 6.857 441 17 M15 1 42.694 -170.293 -266.655 -3.719 1.35 -1.436 442 2 47.703 -193.431 -271.587 -3.719 -1.855 0.73 443 1 M16 1 -18.926 0 -141.948 0 1.933 0 444 2 0 0 0 0 0 0 445 2 M16 1 -78.4 0 -588 0 8.008 0 446 2 0 0 0 0 0 0 447 3 M16 1 -58.893 0 -441.695 0 6.016 0 448 2 0 0 0 0 0 0 449 4 M16 1 -43.905 0 -76.24 0 0.993 0 450 2 -24.979 0 3.331 0 0 0 451 5 M16 1 -18.926 18.522 -249.542 0 3.399 0.231 452 2 0 0 0 0 0 0 453 6 M16 1 -82.266 0 -427.207 0 5.784 0 454 2 -18.734 0 2.498 0 0 0 455 7 M16 1 -63.532 13.892 -557.183 0 7.589 0.173 456 2 0 0 0 0 0 0 457 8 M16 1 -34.134 0 -2.957 0 -0.005 0 458 2 -24.979 0 3.331 0 0 0 459 9 M16 1 -34.134 0 114.034 0 -1.598 0 460 2 -24.979 0 3.331 0 0 0 461 10 M16 1 -9.155 18.522 48.871 0 -0.666 0.231 462 2 0 0 0 0 0 0 463 11 M16 1 -9.155 18.522 -176.259 0 2.401 0.231 464 2 0 0 0 0 0 0 465 12 M16 1 -109.643 0 -150.685 0 2.052 0 466 2 0 0 0 0 0 0 467 13 M16 1 -131.569 0 -483.04 0 6.579 0 468 2 0 0 0 0 0 0 469 14 M16 1 -94.949 0 -40.479 0 0.551 0 470 2 0 0 0 0 0 0 471 15 M16 1 -21.656 42.198 -162.417 0 2.212 1.035 472 2 0 33.833 0 0 0 0 473 16 M16 1 -65.579 31.648 -491.839 0 6.699 0.777 474 2 0 25.375 0 0 0 0 475 17 M16 1 -6.961 42.198 -52.21 0 0.711 1.035 476 2 0 33.833 0 0 0 0 Node Displacements LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 1 1 1 0 0 0 0 0 0 2 2 0 0 0 0 0 0 3 3 0 0 0 0 0 0 4 4 0 0 0 0 0 0 5 5 0 0 0 0 0 0 6 6 0 0 0 0 0 0 7 7 0 0 0 0 0 0 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 39 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 8 8 0 0 0 0 0 0 9 9 0 0 0 0 0 0 10 10 0 0 0 0 0 0 11 11 0 0 0 0 0 0 12 12 0 0 0 0 0 0 13 13 0 0 0 0 0 0 14 14 0 0 0 0 0 0 15 15 0 0 0 0 0 0 16 16 0 0 0 0 0 0 17 17 0 0 0 0 0 0 18 18*0 0 0 0 0 0 19 19*0 0 0 0 0 0 20 20*0 0 0 0 0 0 21 21*0 0 0 0 0 0 22 22*0 0 0 0 0 0 23 23*0 0 0 0 0 0 24 24 0 0 0 0 0 0 25 25 0 0 0 0 0 0 26 1 2 -0.041 -0.001 0 0 0 -2.888e-3 27 2 -0.156 -0.006 0 0 0 -1.107e-2 28 3 -0.118 -0.003 0 0 0 -7.774e-3 29 4 0.432 -0.003 0 0 0 -4.239e-3 30 5 -0.067 -0.002 -0.708 -1.144e-2 2.837e-3 -4.751e-3 31 6 0.227 -0.006 0 0 0 -1.004e-2 32 7 -0.147 -0.005 -0.531 -8.58e-3 2.128e-3 -1.042e-2 33 8 0.452 -0.002 0 0 0 -2.781e-3 34 9 0.423 -0.001 0 0 0 -3.27e-4 35 10 0.008 0 -0.708 -1.144e-2 2.837e-3 6.049e-4 36 11 -0.046 -0.002 -0.708 -1.144e-2 2.837e-3 -3.293e-3 37 12 1.125 -0.002 0 0 0 -3.566e-3 38 13 0.747 -0.005 0 0 0 -9.533e-3 39 14 1.157 0 0 0 0 -1.349e-3 40 15 -0.047 -0.002 -1.486 -2.45e-2 4.973e-3 -3.304e-3 41 16 -0.132 -0.005 -1.115 -1.837e-2 3.729e-3 -9.337e-3 42 17 -0.015 -0.001 -1.486 -2.45e-2 4.973e-3 -1.087e-3 43 18*1.305 -0.002 0 0 0 -3.607e-3 44 19*0.882 -0.005 0 0 0 -9.563e-3 45 20*1.337 0 0 0 0 -1.389e-3 46 21*-0.047 -0.002 -1.715 -2.827e-2 5.738e-3 -3.304e-3 47 22*-0.132 -0.005 -1.286 -2.12e-2 4.303e-3 -9.337e-3 48 23*-0.015 -0.001 -1.715 -2.827e-2 5.738e-3 -1.087e-3 49 24 1.279 0 0 0 0 -8.826e-4 50 25 -0.008 0 -1.633 -2.692e-2 5.464e-3 -5.949e-4 51 1 3 -0.041 0.072 0 0 0 -2.658e-3 52 2 -0.158 0.273 0 0 0 -1.012e-2 53 3 -0.119 0.199 0 0 0 -7.397e-3 54 4 0.432 0.1 0 0 0 -3.696e-3 55 5 -0.068 0.117 -0.628 -1.149e-2 2.815e-3 -4.346e-3 56 6 0.226 0.244 0 0 0 -9.03e-3 57 7 -0.148 0.257 -0.471 -8.619e-3 2.112e-3 -9.517e-3 58 8 0.452 0.064 0 0 0 -2.357e-3 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 40 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 59 9 0.424 0.005 0 0 0 -1.617e-4 60 10 0.008 -0.014 -0.628 -1.149e-2 2.815e-3 5.255e-4 61 11 -0.047 0.081 -0.628 -1.149e-2 2.815e-3 -3.007e-3 62 12 1.125 0.088 0 0 0 -3.273e-3 63 13 0.746 0.235 0 0 0 -8.712e-3 64 14 1.156 0.034 0 0 0 -1.235e-3 65 15 -0.047 0.082 -1.346 -2.461e-2 4.825e-3 -3.041e-3 66 16 -0.133 0.231 -1.01 -1.846e-2 3.618e-3 -8.538e-3 67 17 -0.016 0.027 -1.346 -2.461e-2 4.825e-3 -1.003e-3 68 18*1.305 0.089 0 0 0 -3.309e-3 69 19*0.881 0.236 0 0 0 -8.739e-3 70 20*1.337 0.035 0 0 0 -1.27e-3 71 21*-0.047 0.082 -1.553 -2.84e-2 5.567e-3 -3.041e-3 72 22*-0.133 0.231 -1.165 -2.13e-2 4.175e-3 -8.538e-3 73 23*-0.016 0.027 -1.553 -2.84e-2 5.567e-3 -1.003e-3 74 24 1.279 0.022 0 0 0 -8.026e-4 75 25 -0.008 0.015 -1.479 -2.705e-2 5.302e-3 -5.475e-4 76 1 4 -0.031 -0.002 0 0 0 -2.888e-3 77 2 -0.121 -0.006 0 0 0 -1.107e-2 78 3 -0.092 -0.003 0 0 0 -7.775e-3 79 4 0.445 -0.003 0 0 0 -4.235e-3 80 5 -0.052 -0.003 -0.745 -1.149e-2 2.837e-3 -4.751e-3 81 6 0.259 -0.006 0 0 0 -1.004e-2 82 7 -0.113 -0.006 -0.559 -8.621e-3 2.128e-3 -1.042e-2 83 8 0.461 -0.002 0 0 0 -2.777e-3 84 9 0.425 -0.001 0 0 0 -3.235e-4 85 10 0.006 0 -0.745 -1.149e-2 2.837e-3 6.049e-4 86 11 -0.036 -0.002 -0.745 -1.149e-2 2.837e-3 -3.293e-3 87 12 1.137 -0.002 0 0 0 -3.556e-3 88 13 0.778 -0.005 0 0 0 -9.526e-3 89 14 1.161 0 0 0 0 -1.339e-3 90 15 -0.036 -0.002 -1.566 -2.463e-2 4.973e-3 -3.305e-3 91 16 -0.102 -0.005 -1.175 -1.848e-2 3.729e-3 -9.338e-3 92 17 -0.012 -0.001 -1.566 -2.463e-2 4.973e-3 -1.087e-3 93 18*1.317 -0.002 0 0 0 -3.595e-3 94 19*0.913 -0.005 0 0 0 -9.555e-3 95 20*1.341 0 0 0 0 -1.377e-3 96 21*-0.036 -0.002 -1.807 -2.842e-2 5.738e-3 -3.305e-3 97 22*-0.102 -0.005 -1.355 -2.132e-2 4.303e-3 -9.338e-3 98 23*-0.012 -0.001 -1.807 -2.842e-2 5.738e-3 -1.087e-3 99 24 1.282 0 0 0 0 -8.711e-4 100 25 -0.006 0 -1.721 -2.707e-2 5.464e-3 -5.95e-4 101 1 5 -0.024 -0.035 0 0 0 -2.833e-3 102 2 -0.093 -0.136 0 0 0 -1.088e-2 103 3 -0.073 -0.094 0 0 0 -7.591e-3 104 4 0.456 -0.053 0 0 0 -4.166e-3 105 5 -0.04 -0.058 -0.807 -1.167e-2 2.774e-3 -4.667e-3 106 6 0.285 -0.124 0 0 0 -9.869e-3 107 7 -0.087 -0.128 -0.605 -8.75e-3 2.08e-3 -1.024e-2 108 8 0.468 -0.035 0 0 0 -2.735e-3 109 9 0.425 -0.004 0 0 0 -3.185e-4 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 41 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 110 10 0.005 0.008 -0.807 -1.167e-2 2.774e-3 6.01e-4 111 11 -0.027 -0.04 -0.807 -1.167e-2 2.774e-3 -3.236e-3 112 12 1.146 -0.043 0 0 0 -3.418e-3 113 13 0.802 -0.116 0 0 0 -9.308e-3 114 14 1.164 -0.016 0 0 0 -1.243e-3 115 15 -0.028 -0.041 -1.687 -2.507e-2 4.906e-3 -3.242e-3 116 16 -0.078 -0.115 -1.265 -1.88e-2 3.679e-3 -9.176e-3 117 17 -0.009 -0.013 -1.687 -2.507e-2 4.906e-3 -1.066e-3 118 18*1.326 -0.043 0 0 0 -3.446e-3 119 19*0.937 -0.117 0 0 0 -9.328e-3 120 20*1.345 -0.016 0 0 0 -1.27e-3 121 21*-0.028 -0.041 -1.946 -2.893e-2 5.66e-3 -3.242e-3 122 22*-0.078 -0.115 -1.46 -2.17e-2 4.245e-3 -9.176e-3 123 23*-0.009 -0.013 -1.946 -2.893e-2 5.66e-3 -1.066e-3 124 24 1.284 -0.01 0 0 0 -7.777e-4 125 25 -0.005 -0.007 -1.854 -2.755e-2 5.391e-3 -5.836e-4 126 1 6 -0.016 -0.067 0 0 0 -2.523e-3 127 2 -0.063 -0.256 0 0 0 -9.693e-3 128 3 -0.052 -0.178 0 0 0 -6.837e-3 129 4 0.468 -0.099 0 0 0 -3.65e-3 130 5 -0.027 -0.11 -0.872 -1.179e-2 2.562e-3 -4.154e-3 131 6 0.312 -0.233 0 0 0 -8.746e-3 132 7 -0.059 -0.241 -0.654 -8.842e-3 1.921e-3 -9.124e-3 133 8 0.476 -0.065 0 0 0 -2.375e-3 134 9 0.426 -0.008 0 0 0 -2.364e-4 135 10 0.003 0.014 -0.872 -1.179e-2 2.562e-3 5.334e-4 136 11 -0.018 -0.076 -0.872 -1.179e-2 2.562e-3 -2.88e-3 137 12 1.155 -0.08 0 0 0 -2.989e-3 138 13 0.828 -0.219 0 0 0 -8.251e-3 139 14 1.168 -0.029 0 0 0 -1.052e-3 140 15 -0.019 -0.076 -1.814 -2.539e-2 4.542e-3 -2.887e-3 141 16 -0.053 -0.216 -1.361 -1.904e-2 3.407e-3 -8.174e-3 142 17 -0.006 -0.025 -1.814 -2.539e-2 4.542e-3 -9.492e-4 143 18*1.336 -0.081 0 0 0 -3.005e-3 144 19*0.963 -0.22 0 0 0 -8.262e-3 145 20*1.348 -0.03 0 0 0 -1.068e-3 146 21*-0.019 -0.076 -2.093 -2.93e-2 5.241e-3 -2.887e-3 147 22*-0.053 -0.216 -1.57 -2.197e-2 3.931e-3 -8.174e-3 148 23*-0.006 -0.025 -2.093 -2.93e-2 5.241e-3 -9.492e-4 149 24 1.287 -0.018 0 0 0 -6.325e-4 150 25 -0.003 -0.014 -1.994 -2.79e-2 4.991e-3 -5.197e-4 151 1 7 -0.01 -0.093 0 0 0 -1.981e-3 152 2 -0.037 -0.359 0 0 0 -7.607e-3 153 3 -0.034 -0.251 0 0 0 -5.534e-3 154 4 0.477 -0.136 0 0 0 -2.75e-3 155 5 -0.016 -0.154 -0.934 -1.188e-2 2.21e-3 -3.256e-3 156 6 0.335 -0.325 0 0 0 -6.777e-3 157 7 -0.035 -0.338 -0.701 -8.908e-3 1.657e-3 -7.157e-3 158 8 0.482 -0.089 0 0 0 -1.75e-3 159 9 0.427 -0.01 0 0 0 -9.667e-5 160 10 0.002 0.02 -0.934 -1.188e-2 2.21e-3 4.132e-4 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 42 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 161 11 -0.011 -0.107 -0.934 -1.188e-2 2.21e-3 -2.256e-3 162 12 1.163 -0.112 0 0 0 -2.288e-3 163 13 0.849 -0.306 0 0 0 -6.431e-3 164 14 1.17 -0.04 0 0 0 -7.664e-4 165 15 -0.011 -0.107 -1.937 -2.563e-2 3.911e-3 -2.266e-3 166 16 -0.031 -0.302 -1.453 -1.923e-2 2.933e-3 -6.415e-3 167 17 -0.004 -0.035 -1.937 -2.563e-2 3.911e-3 -7.453e-4 168 18*1.344 -0.112 0 0 0 -2.291e-3 169 19*0.985 -0.307 0 0 0 -6.433e-3 170 20*1.351 -0.041 0 0 0 -7.697e-4 171 21*-0.011 -0.107 -2.235 -2.958e-2 4.513e-3 -2.266e-3 172 22*-0.031 -0.302 -1.677 -2.218e-2 3.384e-3 -6.415e-3 173 23*-0.004 -0.035 -2.235 -2.958e-2 4.513e-3 -7.453e-4 174 24 1.288 -0.024 0 0 0 -4.312e-4 175 25 -0.002 -0.019 -2.129 -2.817e-2 4.298e-3 -4.08e-4 176 1 8 -0.001 -0.132 0 0 0 -5.566e-4 177 2 -0.005 -0.507 0 0 0 -2.131e-3 178 3 -0.009 -0.366 0 0 0 -2.002e-3 179 4 0.488 -0.186 0 0 0 -4.857e-4 180 5 -0.002 -0.217 -1.058 -1.195e-2 1.027e-3 -9.091e-4 181 6 0.363 -0.454 0 0 0 -1.684e-3 182 7 -0.005 -0.477 -0.794 -8.959e-3 7.703e-4 -2.002e-3 183 8 0.488 -0.119 0 0 0 -2.048e-4 184 9 0.426 -0.008 0 0 0 2.02e-4 185 10 0 0.028 -1.058 -1.195e-2 1.027e-3 1.093e-4 186 11 -0.001 -0.151 -1.058 -1.195e-2 1.027e-3 -6.282e-4 187 12 1.172 -0.154 0 0 0 -5.329e-4 188 13 0.876 -0.43 0 0 0 -1.72e-3 189 14 1.173 -0.053 0 0 0 -1.056e-4 190 15 -0.001 -0.151 -2.187 -2.589e-2 1.815e-3 -6.369e-4 191 16 -0.004 -0.428 -1.64 -1.942e-2 1.361e-3 -1.798e-3 192 17 0 -0.05 -2.187 -2.589e-2 1.815e-3 -2.096e-4 193 18*1.353 -0.155 0 0 0 -5.169e-4 194 19*1.012 -0.43 0 0 0 -1.708e-3 195 20*1.354 -0.054 0 0 0 -8.963e-5 196 21*-0.001 -0.151 -2.523 -2.987e-2 2.094e-3 -6.369e-4 197 22*-0.004 -0.428 -1.892 -2.241e-2 1.57e-3 -1.798e-3 198 23*0 -0.05 -2.523 -2.987e-2 2.094e-3 -2.096e-4 199 24 1.29 -0.031 0 0 0 -3.833e-7 200 25 0 -0.027 -2.403 -2.845e-2 1.994e-3 -1.147e-4 201 1 9 0 -0.14 0 0 0 0 202 2 0 -0.539 0 0 0 0 203 3 -0.003 -0.403 0 0 0 -5.048e-4 204 4 0.488 -0.188 0 0 0 3.129e-4 205 5 0 -0.231 -1.128 -1.192e-2 0 0 206 6 0.366 -0.475 0 0 0 2.346e-4 207 7 0 -0.507 -0.846 -8.938e-3 0 0 208 8 0.488 -0.117 0 0 0 3.129e-4 209 9 0.425 -0.001 0 0 0 2.579e-4 210 10 0 0.029 -1.128 -1.192e-2 0 0 211 11 0 -0.16 -1.128 -1.192e-2 0 0 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 43 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 212 12 1.173 -0.161 0 0 0 1.204e-4 213 13 0.88 -0.454 0 0 0 9.028e-5 214 14 1.173 -0.053 0 0 0 1.204e-4 215 15 0 -0.161 -2.332 -2.588e-2 0 0 216 16 0 -0.454 -1.749 -1.941e-2 0 0 217 17 0 -0.053 -2.332 -2.588e-2 0 0 218 18*1.354 -0.161 0 0 0 1.389e-4 219 19*1.015 -0.454 0 0 0 1.042e-4 220 20*1.354 -0.053 0 0 0 1.389e-4 221 21*0 -0.161 -2.691 -2.986e-2 0 0 222 22*0 -0.454 -2.018 -2.239e-2 0 0 223 23*0 -0.053 -2.691 -2.986e-2 0 0 224 24 1.289 -0.029 0 0 0 1.323e-4 225 25 0 -0.029 -2.563 -2.844e-2 0 0 226 1 10 0.001 -0.132 0 0 0 5.566e-4 227 2 0.005 -0.507 0 0 0 2.131e-3 228 3 -0.001 -0.394 0 0 0 1.175e-3 229 4 0.491 -0.168 0 0 0 1.001e-3 230 5 0.002 -0.217 -1.058 -1.195e-2 -1.027e-3 9.091e-4 231 6 0.372 -0.441 0 0 0 2.071e-3 232 7 0.005 -0.477 -0.794 -8.959e-3 -7.703e-4 2.002e-3 233 8 0.491 -0.102 0 0 0 7.198e-4 234 9 0.427 0.006 0 0 0 2.224e-4 235 10 0 0.028 -1.058 -1.195e-2 -1.027e-3 -1.093e-4 236 11 0.001 -0.151 -1.058 -1.195e-2 -1.027e-3 6.282e-4 237 12 1.175 -0.148 0 0 0 7.409e-4 238 13 0.885 -0.425 0 0 0 1.876e-3 239 14 1.174 -0.046 0 0 0 3.136e-4 240 15 0.001 -0.151 -2.187 -2.589e-2 -1.815e-3 6.369e-4 241 16 0.004 -0.428 -1.64 -1.942e-2 -1.361e-3 1.798e-3 242 17 0 -0.05 -2.187 -2.589e-2 -1.815e-3 2.096e-4 243 18*1.356 -0.147 0 0 0 7.569e-4 244 19*1.02 -0.425 0 0 0 1.888e-3 245 20*1.355 -0.046 0 0 0 3.296e-4 246 21*0.001 -0.151 -2.523 -2.987e-2 -2.094e-3 6.369e-4 247 22*0.004 -0.428 -1.892 -2.241e-2 -1.57e-3 1.798e-3 248 23*0 -0.05 -2.523 -2.987e-2 -2.094e-3 2.096e-4 249 24 1.29 -0.023 0 0 0 2.289e-4 250 25 0 -0.027 -2.403 -2.845e-2 -1.994e-3 1.147e-4 251 1 11 0.01 -0.093 0 0 0 1.981e-3 252 2 0.037 -0.359 0 0 0 7.607e-3 253 3 0.022 -0.287 0 0 0 5.835e-3 254 4 0.503 -0.114 0 0 0 2.563e-3 255 5 0.016 -0.154 -0.934 -1.188e-2 -2.21e-3 3.256e-3 256 6 0.4 -0.308 0 0 0 6.637e-3 257 7 0.035 -0.338 -0.701 -8.908e-3 -1.657e-3 7.157e-3 258 8 0.498 -0.067 0 0 0 1.562e-3 259 9 0.427 0.008 0 0 0 -5.77e-5 260 10 -0.002 0.02 -0.934 -1.188e-2 -2.21e-3 -4.132e-4 261 11 0.011 -0.107 -0.934 -1.188e-2 -2.21e-3 2.256e-3 262 12 1.185 -0.102 0 0 0 2.245e-3 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 44 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 263 13 0.912 -0.299 0 0 0 6.399e-3 264 14 1.178 -0.03 0 0 0 7.242e-4 265 15 0.011 -0.107 -1.937 -2.563e-2 -3.911e-3 2.266e-3 266 16 0.031 -0.302 -1.453 -1.923e-2 -2.933e-3 6.415e-3 267 17 0.004 -0.035 -1.937 -2.563e-2 -3.911e-3 7.453e-4 268 18*1.366 -0.101 0 0 0 2.242e-3 269 19*1.047 -0.298 0 0 0 6.396e-3 270 20*1.358 -0.03 0 0 0 7.209e-4 271 21*0.011 -0.107 -2.235 -2.958e-2 -4.513e-3 2.266e-3 272 22*0.031 -0.302 -1.677 -2.218e-2 -3.384e-3 6.415e-3 273 23*0.004 -0.035 -2.235 -2.958e-2 -4.513e-3 7.453e-4 274 24 1.292 -0.014 0 0 0 3.848e-4 275 25 0.002 -0.019 -2.129 -2.817e-2 -4.298e-3 4.08e-4 276 1 12 0.016 -0.067 0 0 0 2.523e-3 277 2 0.063 -0.256 0 0 0 9.693e-3 278 3 0.042 -0.207 0 0 0 7.685e-3 279 4 0.511 -0.081 0 0 0 3.124e-3 280 5 0.027 -0.11 -0.872 -1.179e-2 -2.562e-3 4.154e-3 281 6 0.422 -0.219 0 0 0 8.352e-3 282 7 0.059 -0.241 -0.654 -8.842e-3 -1.921e-3 9.124e-3 283 8 0.503 -0.047 0 0 0 1.849e-3 284 9 0.427 0.007 0 0 0 -1.969e-4 285 10 -0.003 0.014 -0.872 -1.179e-2 -2.562e-3 -5.334e-4 286 11 0.018 -0.076 -0.872 -1.179e-2 -2.562e-3 2.88e-3 287 12 1.192 -0.072 0 0 0 2.784e-3 288 13 0.933 -0.213 0 0 0 8.097e-3 289 14 1.18 -0.021 0 0 0 8.465e-4 290 15 0.019 -0.076 -1.814 -2.539e-2 -4.542e-3 2.887e-3 291 16 0.053 -0.216 -1.361 -1.904e-2 -3.407e-3 8.174e-3 292 17 0.006 -0.025 -1.814 -2.539e-2 -4.542e-3 9.492e-4 293 18*1.373 -0.072 0 0 0 2.768e-3 294 19*1.069 -0.213 0 0 0 8.085e-3 295 20*1.361 -0.021 0 0 0 8.307e-4 296 21*0.019 -0.076 -2.093 -2.93e-2 -5.241e-3 2.887e-3 297 22*0.053 -0.216 -1.57 -2.197e-2 -3.931e-3 8.174e-3 298 23*0.006 -0.025 -2.093 -2.93e-2 -5.241e-3 9.492e-4 299 24 1.293 -0.009 0 0 0 4.069e-4 300 25 0.003 -0.014 -1.994 -2.79e-2 -4.991e-3 5.197e-4 301 1 13 0.024 -0.035 0 0 0 2.833e-3 302 2 0.093 -0.136 0 0 0 1.088e-2 303 3 0.066 -0.11 0 0 0 8.765e-3 304 4 0.521 -0.042 0 0 0 3.443e-3 305 5 0.04 -0.058 -0.807 -1.167e-2 -2.774e-3 4.667e-3 306 6 0.448 -0.116 0 0 0 9.326e-3 307 7 0.087 -0.128 -0.605 -8.75e-3 -2.08e-3 1.024e-2 308 8 0.509 -0.025 0 0 0 2.012e-3 309 9 0.426 0.004 0 0 0 -2.773e-4 310 10 -0.005 0.008 -0.807 -1.167e-2 -2.774e-3 -6.01e-4 311 11 0.027 -0.04 -0.807 -1.167e-2 -2.774e-3 3.236e-3 312 12 1.201 -0.038 0 0 0 3.065e-3 313 13 0.958 -0.113 0 0 0 9.043e-3 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 45 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 314 14 1.182 -0.011 0 0 0 8.894e-4 315 15 0.028 -0.041 -1.687 -2.507e-2 -4.906e-3 3.242e-3 316 16 0.078 -0.115 -1.265 -1.88e-2 -3.679e-3 9.176e-3 317 17 0.009 -0.013 -1.687 -2.507e-2 -4.906e-3 1.066e-3 318 18*1.381 -0.038 0 0 0 3.038e-3 319 19*1.093 -0.113 0 0 0 9.023e-3 320 20*1.363 -0.011 0 0 0 8.623e-4 321 21*0.028 -0.041 -1.946 -2.893e-2 -5.66e-3 3.242e-3 322 22*0.078 -0.115 -1.46 -2.17e-2 -4.245e-3 9.176e-3 323 23*0.009 -0.013 -1.946 -2.893e-2 -5.66e-3 1.066e-3 324 24 1.294 -0.005 0 0 0 3.896e-4 325 25 0.005 -0.007 -1.854 -2.755e-2 -5.391e-3 5.836e-4 326 1 14 0.031 -0.002 0 0 0 2.888e-3 327 2 0.121 -0.006 0 0 0 1.107e-2 328 3 0.088 -0.005 0 0 0 8.983e-3 329 4 0.53 -0.001 0 0 0 3.513e-3 330 5 0.052 -0.003 -0.745 -1.149e-2 -2.837e-3 4.751e-3 331 6 0.472 -0.005 0 0 0 9.494e-3 332 7 0.113 -0.006 -0.559 -8.621e-3 -2.128e-3 1.042e-2 333 8 0.514 -0.001 0 0 0 2.055e-3 334 9 0.425 0.001 0 0 0 -2.719e-4 335 10 -0.006 0 -0.745 -1.149e-2 -2.837e-3 -6.049e-4 336 11 0.036 -0.002 -0.745 -1.149e-2 -2.837e-3 3.293e-3 337 12 1.209 -0.002 0 0 0 3.054e-3 338 13 0.981 -0.005 0 0 0 9.15e-3 339 14 1.185 -0.001 0 0 0 8.361e-4 340 15 0.036 -0.002 -1.566 -2.463e-2 -4.973e-3 3.305e-3 341 16 0.102 -0.005 -1.175 -1.848e-2 -3.729e-3 9.338e-3 342 17 0.012 -0.001 -1.566 -2.463e-2 -4.973e-3 1.087e-3 343 18*1.389 -0.002 0 0 0 3.015e-3 344 19*1.117 -0.005 0 0 0 9.121e-3 345 20*1.365 -0.001 0 0 0 7.975e-4 346 21*0.036 -0.002 -1.807 -2.842e-2 -5.738e-3 3.305e-3 347 22*0.102 -0.005 -1.355 -2.132e-2 -4.303e-3 9.338e-3 348 23*0.012 -0.001 -1.807 -2.842e-2 -5.738e-3 1.087e-3 349 24 1.295 0 0 0 0 3.189e-4 350 25 0.006 0 -1.721 -2.707e-2 -5.464e-3 5.95e-4 351 1 15 0.041 0.072 0 0 0 2.658e-3 352 2 0.158 0.273 0 0 0 1.012e-2 353 3 0.119 0.223 0 0 0 8.265e-3 354 4 0.542 0.091 0 0 0 3.4e-3 355 5 0.068 0.117 -0.628 -1.149e-2 -2.815e-3 4.346e-3 356 6 0.504 0.237 0 0 0 8.807e-3 357 7 0.148 0.257 -0.471 -8.619e-3 -2.112e-3 9.517e-3 358 8 0.521 0.055 0 0 0 2.061e-3 359 9 0.425 -0.003 0 0 0 -7.565e-5 360 10 -0.008 -0.014 -0.628 -1.149e-2 -2.815e-3 -5.255e-4 361 11 0.047 0.081 -0.628 -1.149e-2 -2.815e-3 3.007e-3 362 12 1.219 0.075 0 0 0 2.809e-3 363 13 1.012 0.226 0 0 0 8.364e-3 364 14 1.187 0.021 0 0 0 7.703e-4 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 46 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 365 15 0.047 0.082 -1.346 -2.461e-2 -4.825e-3 3.041e-3 366 16 0.133 0.231 -1.01 -1.846e-2 -3.618e-3 8.538e-3 367 17 0.016 0.027 -1.346 -2.461e-2 -4.825e-3 1.003e-3 368 18*1.399 0.074 0 0 0 2.773e-3 369 19*1.147 0.225 0 0 0 8.337e-3 370 20*1.368 0.02 0 0 0 7.346e-4 371 21*0.047 0.082 -1.553 -2.84e-2 -5.567e-3 3.041e-3 372 22*0.133 0.231 -1.165 -2.13e-2 -4.175e-3 8.538e-3 373 23*0.016 0.027 -1.553 -2.84e-2 -5.567e-3 1.003e-3 374 24 1.296 0.008 0 0 0 2.923e-4 375 25 0.008 0.015 -1.479 -2.705e-2 -5.302e-3 5.475e-4 376 1 16 0.041 -0.001 0 0 0 2.888e-3 377 2 0.156 -0.006 0 0 0 1.107e-2 378 3 0.118 -0.005 0 0 0 8.982e-3 379 4 0.541 -0.001 0 0 0 3.508e-3 380 5 0.067 -0.002 -0.708 -1.144e-2 -2.837e-3 4.751e-3 381 6 0.503 -0.005 0 0 0 9.49e-3 382 7 0.147 -0.005 -0.531 -8.58e-3 -2.128e-3 1.042e-2 383 8 0.52 -0.001 0 0 0 2.05e-3 384 9 0.424 0.001 0 0 0 -2.753e-4 385 10 -0.008 0 -0.708 -1.144e-2 -2.837e-3 -6.049e-4 386 11 0.046 -0.002 -0.708 -1.144e-2 -2.837e-3 3.293e-3 387 12 1.219 -0.002 0 0 0 3.043e-3 388 13 1.011 -0.005 0 0 0 9.14e-3 389 14 1.187 -0.001 0 0 0 8.254e-4 390 15 0.047 -0.002 -1.486 -2.45e-2 -4.973e-3 3.304e-3 391 16 0.132 -0.005 -1.115 -1.837e-2 -3.729e-3 9.337e-3 392 17 0.015 -0.001 -1.486 -2.45e-2 -4.973e-3 1.087e-3 393 18*1.399 -0.002 0 0 0 3.002e-3 394 19*1.146 -0.005 0 0 0 9.11e-3 395 20*1.367 -0.001 0 0 0 7.852e-4 396 21*0.047 -0.002 -1.715 -2.827e-2 -5.738e-3 3.304e-3 397 22*0.132 -0.005 -1.286 -2.12e-2 -4.303e-3 9.337e-3 398 23*0.015 -0.001 -1.715 -2.827e-2 -5.738e-3 1.087e-3 399 24 1.296 0 0 0 0 3.072e-4 400 25 0.008 0 -1.633 -2.692e-2 -5.464e-3 5.949e-4 401 1 17 0 0 0 0 0 0 402 2 0 0 0 0 0 0 403 3 0 0 0 0 0 0 404 4 0 0 0 0 0 0 405 5 0 0 0 0 0 0 406 6 0 0 0 0 0 0 407 7 0 0 0 0 0 0 408 8 0 0 0 0 0 0 409 9 0 0 0 0 0 0 410 10 0 0 0 0 0 0 411 11 0 0 0 0 0 0 412 12 0 0 0 0 0 0 413 13 0 0 0 0 0 0 414 14 0 0 0 0 0 0 415 15 0 0 0 0 0 0 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 47 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 416 16 0 0 0 0 0 0 417 17 0 0 0 0 0 0 418 18*0 0 0 0 0 0 419 19*0 0 0 0 0 0 420 20*0 0 0 0 0 0 421 21*0 0 0 0 0 0 422 22*0 0 0 0 0 0 423 23*0 0 0 0 0 0 424 24 0 0 0 0 0 0 425 25 0 0 0 0 0 0 426 1 18 0 -0.14 0 0 0 0 427 2 0 -0.539 0 0 0 0 428 3 0.001 -0.403 0 0 0 -5.048e-4 429 4 0.486 -0.188 0 0 0 3.095e-4 430 5 0 -0.231 -1.214 -1.192e-2 0 0 431 6 0.364 -0.475 0 0 0 2.321e-4 432 7 0 -0.507 -0.91 -8.938e-3 0 0 433 8 0.486 -0.117 0 0 0 3.095e-4 434 9 0.424 -0.001 0 0 0 2.551e-4 435 10 0 0.029 -1.214 -1.192e-2 0 0 436 11 0 -0.16 -1.214 -1.192e-2 0 0 437 12 1.172 -0.161 0 0 0 1.202e-4 438 13 0.879 -0.454 0 0 0 9.017e-5 439 14 1.172 -0.053 0 0 0 1.202e-4 440 15 0 -0.161 -2.518 -2.59e-2 0 0 441 16 0 -0.454 -1.889 -1.942e-2 0 0 442 17 0 -0.053 -2.518 -2.59e-2 0 0 443 18*1.353 -0.161 0 0 0 1.387e-4 444 19*1.015 -0.454 0 0 0 1.04e-4 445 20*1.353 -0.053 0 0 0 1.387e-4 446 21*0 -0.161 -2.906 -2.988e-2 0 0 447 22*0 -0.454 -2.179 -2.241e-2 0 0 448 23*0 -0.053 -2.906 -2.988e-2 0 0 449 24 1.288 -0.029 0 0 0 1.321e-4 450 25 0 -0.029 -2.767 -2.846e-2 0 0 451 1 19 -0.022 -0.002 0 0 0 -2.888e-3 452 2 -0.086 -0.006 0 0 0 -1.107e-2 453 3 -0.068 -0.003 0 0 0 -7.775e-3 454 4 0.459 -0.003 0 0 0 -4.235e-3 455 5 -0.037 -0.003 -0.781 -1.149e-2 2.837e-3 -4.751e-3 456 6 0.291 -0.006 0 0 0 -1.004e-2 457 7 -0.081 -0.006 -0.586 -8.621e-3 2.128e-3 -1.042e-2 458 8 0.47 -0.002 0 0 0 -2.777e-3 459 9 0.426 -0.001 0 0 0 -3.235e-4 460 10 0.005 0 -0.781 -1.149e-2 2.837e-3 6.049e-4 461 11 -0.025 -0.002 -0.781 -1.149e-2 2.837e-3 -3.293e-3 462 12 1.148 -0.002 0 0 0 -3.556e-3 463 13 0.808 -0.005 0 0 0 -9.526e-3 464 14 1.165 0 0 0 0 -1.339e-3 465 15 -0.026 -0.002 -1.644 -2.464e-2 4.973e-3 -3.305e-3 466 16 -0.072 -0.005 -1.233 -1.848e-2 3.729e-3 -9.338e-3 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 48 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 467 17 -0.008 -0.001 -1.644 -2.464e-2 4.973e-3 -1.087e-3 468 18*1.329 -0.002 0 0 0 -3.595e-3 469 19*0.943 -0.005 0 0 0 -9.555e-3 470 20*1.346 0 0 0 0 -1.377e-3 471 21*-0.026 -0.002 -1.897 -2.843e-2 5.738e-3 -3.305e-3 472 22*-0.072 -0.005 -1.423 -2.132e-2 4.303e-3 -9.338e-3 473 23*-0.008 -0.001 -1.897 -2.843e-2 5.738e-3 -1.087e-3 474 24 1.285 0 0 0 0 -8.711e-4 475 25 -0.005 0 -1.806 -2.707e-2 5.464e-3 -5.95e-4 476 1 20 -0.014 -0.035 0 0 0 -2.833e-3 477 2 -0.054 -0.136 0 0 0 -1.088e-2 478 3 -0.046 -0.094 0 0 0 -7.591e-3 479 4 0.471 -0.053 0 0 0 -4.166e-3 480 5 -0.023 -0.058 -0.849 -1.167e-2 2.774e-3 -4.667e-3 481 6 0.32 -0.124 0 0 0 -9.869e-3 482 7 -0.051 -0.128 -0.636 -8.75e-3 2.08e-3 -1.024e-2 483 8 0.478 -0.035 0 0 0 -2.735e-3 484 9 0.427 -0.004 0 0 0 -3.185e-4 485 10 0.003 0.008 -0.849 -1.167e-2 2.774e-3 6.01e-4 486 11 -0.016 -0.04 -0.849 -1.167e-2 2.774e-3 -3.236e-3 487 12 1.158 -0.043 0 0 0 -3.418e-3 488 13 0.835 -0.116 0 0 0 -9.308e-3 489 14 1.169 -0.016 0 0 0 -1.243e-3 490 15 -0.016 -0.041 -1.776 -2.507e-2 4.906e-3 -3.242e-3 491 16 -0.046 -0.115 -1.332 -1.88e-2 3.679e-3 -9.176e-3 492 17 -0.005 -0.013 -1.776 -2.507e-2 4.906e-3 -1.066e-3 493 18*1.339 -0.043 0 0 0 -3.446e-3 494 19*0.97 -0.117 0 0 0 -9.328e-3 495 20*1.349 -0.016 0 0 0 -1.27e-3 496 21*-0.016 -0.041 -2.049 -2.893e-2 5.66e-3 -3.242e-3 497 22*-0.046 -0.115 -1.537 -2.17e-2 4.245e-3 -9.176e-3 498 23*-0.005 -0.013 -2.049 -2.893e-2 5.66e-3 -1.066e-3 499 24 1.287 -0.01 0 0 0 -7.777e-4 500 25 -0.003 -0.007 -1.951 -2.755e-2 5.391e-3 -5.836e-4 501 1 21 -0.007 -0.067 0 0 0 -2.523e-3 502 2 -0.028 -0.256 0 0 0 -9.693e-3 503 3 -0.028 -0.178 0 0 0 -6.837e-3 504 4 0.481 -0.099 0 0 0 -3.65e-3 505 5 -0.012 -0.11 -0.914 -1.179e-2 2.562e-3 -4.154e-3 506 6 0.343 -0.233 0 0 0 -8.746e-3 507 7 -0.026 -0.241 -0.685 -8.842e-3 1.921e-3 -9.124e-3 508 8 0.484 -0.065 0 0 0 -2.375e-3 509 9 0.427 -0.008 0 0 0 -2.364e-4 510 10 0.001 0.014 -0.914 -1.179e-2 2.562e-3 5.334e-4 511 11 -0.008 -0.076 -0.914 -1.179e-2 2.562e-3 -2.88e-3 512 12 1.166 -0.08 0 0 0 -2.989e-3 513 13 0.857 -0.219 0 0 0 -8.251e-3 514 14 1.171 -0.029 0 0 0 -1.052e-3 515 15 -0.008 -0.076 -1.904 -2.539e-2 4.542e-3 -2.887e-3 516 16 -0.024 -0.216 -1.428 -1.904e-2 3.407e-3 -8.174e-3 517 17 -0.003 -0.025 -1.904 -2.539e-2 4.542e-3 -9.492e-4 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 49 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 518 18*1.346 -0.081 0 0 0 -3.005e-3 519 19*0.992 -0.22 0 0 0 -8.262e-3 520 20*1.352 -0.03 0 0 0 -1.068e-3 521 21*-0.008 -0.076 -2.197 -2.93e-2 5.241e-3 -2.887e-3 522 22*-0.024 -0.216 -1.648 -2.197e-2 3.931e-3 -8.174e-3 523 23*-0.003 -0.025 -2.197 -2.93e-2 5.241e-3 -9.492e-4 524 24 1.289 -0.018 0 0 0 -6.325e-4 525 25 -0.002 -0.014 -2.093 -2.79e-2 4.991e-3 -5.197e-4 526 1 22 -0.003 -0.093 0 0 0 -1.981e-3 527 2 -0.01 -0.359 0 0 0 -7.607e-3 528 3 -0.014 -0.251 0 0 0 -5.534e-3 529 4 0.487 -0.136 0 0 0 -2.75e-3 530 5 -0.004 -0.154 -0.977 -1.188e-2 2.21e-3 -3.256e-3 531 6 0.359 -0.325 0 0 0 -6.777e-3 532 7 -0.009 -0.338 -0.732 -8.908e-3 1.657e-3 -7.157e-3 533 8 0.488 -0.089 0 0 0 -1.75e-3 534 9 0.427 -0.01 0 0 0 -9.667e-5 535 10 0 0.02 -0.977 -1.188e-2 2.21e-3 4.132e-4 536 11 -0.003 -0.107 -0.977 -1.188e-2 2.21e-3 -2.256e-3 537 12 1.171 -0.112 0 0 0 -2.288e-3 538 13 0.872 -0.306 0 0 0 -6.431e-3 539 14 1.173 -0.04 0 0 0 -7.664e-4 540 15 -0.003 -0.107 -2.029 -2.564e-2 3.911e-3 -2.266e-3 541 16 -0.009 -0.302 -1.522 -1.923e-2 2.933e-3 -6.415e-3 542 17 -0.001 -0.035 -2.029 -2.564e-2 3.911e-3 -7.453e-4 543 18*1.352 -0.112 0 0 0 -2.291e-3 544 19*1.008 -0.307 0 0 0 -6.433e-3 545 20*1.354 -0.041 0 0 0 -7.697e-4 546 21*-0.003 -0.107 -2.341 -2.958e-2 4.513e-3 -2.266e-3 547 22*-0.009 -0.302 -1.756 -2.219e-2 3.384e-3 -6.415e-3 548 23*-0.001 -0.035 -2.341 -2.958e-2 4.513e-3 -7.453e-4 549 24 1.29 -0.024 0 0 0 -4.312e-4 550 25 -0.001 -0.019 -2.23 -2.817e-2 4.298e-3 -4.08e-4 551 1 23 0.001 -0.132 0 0 0 -5.566e-4 552 2 0.005 -0.507 0 0 0 -2.131e-3 553 3 0 -0.366 0 0 0 -2.002e-3 554 4 0.49 -0.186 0 0 0 -4.857e-4 555 5 0.002 -0.217 -1.112 -1.195e-2 1.027e-3 -9.091e-4 556 6 0.37 -0.454 0 0 0 -1.684e-3 557 7 0.004 -0.477 -0.834 -8.959e-3 7.703e-4 -2.002e-3 558 8 0.489 -0.119 0 0 0 -2.048e-4 559 9 0.426 -0.008 0 0 0 2.02e-4 560 10 0 0.028 -1.112 -1.195e-2 1.027e-3 1.093e-4 561 11 0.001 -0.151 -1.112 -1.195e-2 1.027e-3 -6.282e-4 562 12 1.175 -0.154 0 0 0 -5.329e-4 563 13 0.884 -0.43 0 0 0 -1.72e-3 564 14 1.174 -0.053 0 0 0 -1.056e-4 565 15 0.001 -0.151 -2.303 -2.59e-2 1.815e-3 -6.369e-4 566 16 0.004 -0.428 -1.727 -1.942e-2 1.361e-3 -1.798e-3 567 17 0 -0.05 -2.303 -2.59e-2 1.815e-3 -2.096e-4 568 18*1.355 -0.155 0 0 0 -5.169e-4 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 50 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 569 19*1.019 -0.43 0 0 0 -1.708e-3 570 20*1.354 -0.054 0 0 0 -8.963e-5 571 21*0.001 -0.151 -2.657 -2.988e-2 2.094e-3 -6.369e-4 572 22*0.004 -0.428 -1.993 -2.241e-2 1.57e-3 -1.798e-3 573 23*0 -0.05 -2.657 -2.988e-2 2.094e-3 -2.096e-4 574 24 1.29 -0.031 0 0 0 -3.833e-7 575 25 0 -0.027 -2.531 -2.846e-2 1.994e-3 -1.147e-4 576 1 24 -0.001 -0.132 0 0 0 5.566e-4 577 2 -0.005 -0.507 0 0 0 2.131e-3 578 3 -0.007 -0.394 0 0 0 1.175e-3 579 4 0.487 -0.168 0 0 0 1.001e-3 580 5 -0.002 -0.217 -1.112 -1.195e-2 -1.027e-3 9.091e-4 581 6 0.362 -0.441 0 0 0 2.071e-3 582 7 -0.004 -0.477 -0.834 -8.959e-3 -7.703e-4 2.002e-3 583 8 0.487 -0.102 0 0 0 7.198e-4 584 9 0.426 0.006 0 0 0 2.224e-4 585 10 0 0.028 -1.112 -1.195e-2 -1.027e-3 -1.093e-4 586 11 -0.001 -0.151 -1.112 -1.195e-2 -1.027e-3 6.282e-4 587 12 1.172 -0.148 0 0 0 7.409e-4 588 13 0.876 -0.425 0 0 0 1.876e-3 589 14 1.173 -0.046 0 0 0 3.136e-4 590 15 -0.001 -0.151 -2.303 -2.59e-2 -1.815e-3 6.369e-4 591 16 -0.004 -0.428 -1.727 -1.942e-2 -1.361e-3 1.798e-3 592 17 0 -0.05 -2.303 -2.59e-2 -1.815e-3 2.096e-4 593 18*1.353 -0.147 0 0 0 7.569e-4 594 19*1.012 -0.425 0 0 0 1.888e-3 595 20*1.353 -0.046 0 0 0 3.296e-4 596 21*-0.001 -0.151 -2.657 -2.988e-2 -2.094e-3 6.369e-4 597 22*-0.004 -0.428 -1.993 -2.241e-2 -1.57e-3 1.798e-3 598 23*0 -0.05 -2.657 -2.988e-2 -2.094e-3 2.096e-4 599 24 1.289 -0.023 0 0 0 2.289e-4 600 25 0 -0.027 -2.531 -2.846e-2 -1.994e-3 1.147e-4 601 1 25 0.003 -0.093 0 0 0 1.981e-3 602 2 0.01 -0.359 0 0 0 7.607e-3 603 3 0.001 -0.287 0 0 0 5.835e-3 604 4 0.494 -0.114 0 0 0 2.563e-3 605 5 0.004 -0.154 -0.977 -1.188e-2 -2.21e-3 3.256e-3 606 6 0.377 -0.308 0 0 0 6.637e-3 607 7 0.009 -0.338 -0.732 -8.908e-3 -1.657e-3 7.157e-3 608 8 0.493 -0.067 0 0 0 1.562e-3 609 9 0.427 0.008 0 0 0 -5.77e-5 610 10 0 0.02 -0.977 -1.188e-2 -2.21e-3 -4.132e-4 611 11 0.003 -0.107 -0.977 -1.188e-2 -2.21e-3 2.256e-3 612 12 1.177 -0.102 0 0 0 2.245e-3 613 13 0.889 -0.299 0 0 0 6.399e-3 614 14 1.175 -0.03 0 0 0 7.242e-4 615 15 0.003 -0.107 -2.029 -2.564e-2 -3.911e-3 2.266e-3 616 16 0.009 -0.302 -1.522 -1.923e-2 -2.933e-3 6.415e-3 617 17 0.001 -0.035 -2.029 -2.564e-2 -3.911e-3 7.453e-4 618 18*1.358 -0.101 0 0 0 2.242e-3 619 19*1.025 -0.298 0 0 0 6.396e-3 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 51 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 620 20*1.356 -0.03 0 0 0 7.209e-4 621 21*0.003 -0.107 -2.341 -2.958e-2 -4.513e-3 2.266e-3 622 22*0.009 -0.302 -1.756 -2.219e-2 -3.384e-3 6.415e-3 623 23*0.001 -0.035 -2.341 -2.958e-2 -4.513e-3 7.453e-4 624 24 1.291 -0.014 0 0 0 3.848e-4 625 25 0.001 -0.019 -2.23 -2.817e-2 -4.298e-3 4.08e-4 626 1 26 0.007 -0.067 0 0 0 2.523e-3 627 2 0.028 -0.256 0 0 0 9.693e-3 628 3 0.014 -0.207 0 0 0 7.685e-3 629 4 0.5 -0.081 0 0 0 3.124e-3 630 5 0.012 -0.11 -0.914 -1.179e-2 -2.562e-3 4.154e-3 631 6 0.393 -0.219 0 0 0 8.352e-3 632 7 0.026 -0.241 -0.685 -8.842e-3 -1.921e-3 9.124e-3 633 8 0.496 -0.047 0 0 0 1.849e-3 634 9 0.427 0.007 0 0 0 -1.969e-4 635 10 -0.001 0.014 -0.914 -1.179e-2 -2.562e-3 -5.334e-4 636 11 0.008 -0.076 -0.914 -1.179e-2 -2.562e-3 2.88e-3 637 12 1.183 -0.072 0 0 0 2.784e-3 638 13 0.904 -0.213 0 0 0 8.097e-3 639 14 1.177 -0.021 0 0 0 8.465e-4 640 15 0.008 -0.076 -1.904 -2.539e-2 -4.542e-3 2.887e-3 641 16 0.024 -0.216 -1.428 -1.904e-2 -3.407e-3 8.174e-3 642 17 0.003 -0.025 -1.904 -2.539e-2 -4.542e-3 9.492e-4 643 18*1.363 -0.072 0 0 0 2.768e-3 644 19*1.04 -0.213 0 0 0 8.085e-3 645 20*1.358 -0.021 0 0 0 8.307e-4 646 21*0.008 -0.076 -2.197 -2.93e-2 -5.241e-3 2.887e-3 647 22*0.024 -0.216 -1.648 -2.197e-2 -3.931e-3 8.174e-3 648 23*0.003 -0.025 -2.197 -2.93e-2 -5.241e-3 9.492e-4 649 24 1.292 -0.009 0 0 0 4.069e-4 650 25 0.002 -0.014 -2.093 -2.79e-2 -4.991e-3 5.197e-4 651 1 27 0.014 -0.035 0 0 0 2.833e-3 652 2 0.054 -0.136 0 0 0 1.088e-2 653 3 0.035 -0.11 0 0 0 8.765e-3 654 4 0.509 -0.042 0 0 0 3.443e-3 655 5 0.023 -0.058 -0.849 -1.167e-2 -2.774e-3 4.667e-3 656 6 0.415 -0.116 0 0 0 9.326e-3 657 7 0.051 -0.128 -0.636 -8.75e-3 -2.08e-3 1.024e-2 658 8 0.502 -0.025 0 0 0 2.012e-3 659 9 0.427 0.004 0 0 0 -2.773e-4 660 10 -0.003 0.008 -0.849 -1.167e-2 -2.774e-3 -6.01e-4 661 11 0.016 -0.04 -0.849 -1.167e-2 -2.774e-3 3.236e-3 662 12 1.19 -0.038 0 0 0 3.065e-3 663 13 0.926 -0.113 0 0 0 9.043e-3 664 14 1.179 -0.011 0 0 0 8.894e-4 665 15 0.016 -0.041 -1.776 -2.507e-2 -4.906e-3 3.242e-3 666 16 0.046 -0.115 -1.332 -1.88e-2 -3.679e-3 9.176e-3 667 17 0.005 -0.013 -1.776 -2.507e-2 -4.906e-3 1.066e-3 668 18*1.371 -0.038 0 0 0 3.038e-3 669 19*1.062 -0.113 0 0 0 9.023e-3 670 20*1.36 -0.011 0 0 0 8.623e-4 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 52 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 671 21*0.016 -0.041 -2.049 -2.893e-2 -5.66e-3 3.242e-3 672 22*0.046 -0.115 -1.537 -2.17e-2 -4.245e-3 9.176e-3 673 23*0.005 -0.013 -2.049 -2.893e-2 -5.66e-3 1.066e-3 674 24 1.293 -0.005 0 0 0 3.896e-4 675 25 0.003 -0.007 -1.951 -2.755e-2 -5.391e-3 5.836e-4 676 1 28 0.022 -0.002 0 0 0 2.888e-3 677 2 0.086 -0.006 0 0 0 1.107e-2 678 3 0.06 -0.005 0 0 0 8.983e-3 679 4 0.519 -0.001 0 0 0 3.513e-3 680 5 0.037 -0.003 -0.781 -1.149e-2 -2.837e-3 4.751e-3 681 6 0.442 -0.005 0 0 0 9.494e-3 682 7 0.081 -0.006 -0.586 -8.621e-3 -2.128e-3 1.042e-2 683 8 0.507 -0.001 0 0 0 2.055e-3 684 9 0.426 0.001 0 0 0 -2.719e-4 685 10 -0.005 0 -0.781 -1.149e-2 -2.837e-3 -6.049e-4 686 11 0.025 -0.002 -0.781 -1.149e-2 -2.837e-3 3.293e-3 687 12 1.199 -0.002 0 0 0 3.054e-3 688 13 0.952 -0.005 0 0 0 9.15e-3 689 14 1.182 -0.001 0 0 0 8.361e-4 690 15 0.026 -0.002 -1.644 -2.464e-2 -4.973e-3 3.305e-3 691 16 0.072 -0.005 -1.233 -1.848e-2 -3.729e-3 9.338e-3 692 17 0.008 -0.001 -1.644 -2.464e-2 -4.973e-3 1.087e-3 693 18*1.38 -0.002 0 0 0 3.015e-3 694 19*1.088 -0.005 0 0 0 9.121e-3 695 20*1.363 -0.001 0 0 0 7.975e-4 696 21*0.026 -0.002 -1.897 -2.843e-2 -5.738e-3 3.305e-3 697 22*0.072 -0.005 -1.423 -2.132e-2 -4.303e-3 9.338e-3 698 23*0.008 -0.001 -1.897 -2.843e-2 -5.738e-3 1.087e-3 699 24 1.294 0 0 0 0 3.189e-4 700 25 0.005 0 -1.806 -2.707e-2 -5.464e-3 5.95e-4 Company Designer Job Number Model Name : : : : EEC TJE 15472 R LW-G2020-03 Checked By : __________ 2/27/2025 9:57:34 AM RISA-3D Version 22 [ 15472 R LW-G2028-03.r3d ] Page 53 Sheet 54 IBC Equation 18-2&3 of Foundation Design 15472 R TJE 02/27/25 input--» P 480 HORZ FORCE (lb) input--» h 7.6042 hgt above ground (ft) 3650 #-FT = MOM input--» B 2 DIA OF CONCRETE (ft) input--» pp 100 allowable passive pressure (psf/ft) input--» Soil Weight 105 pcf ---------------------------------------------------------------------- Embedment DEPTH with restraint AT groundline d 4.265 Depth (ft) 4.265 = Min. Calc. Depth S3 426 Lateral Pressure (DEPTH*pp) Min. = 4.26 Depth (ft) = SQRT[(4.25*P*h)/(S3*B)] ---------------------------------------------------------------------- Foundation design Calc's Restraint at groundline input--» restraint? y Y<>N (YES or NO) input--» DEPTH used 4.5 (ft.) ok > min. input--» (R or S)? r R<>S (Round or Square)PIER 2121 fgt wgt Round Pier input--» V(dl+ll) 2730 (lbs.) Vertical Force --------- R(tl+fgt)= 4851 R(tl+fgt-soil)= 3366 R/(B*B*π/4)=1071 PSF input--» V((0.6)dl-wl) -260 ok [(0.6)DL+WL < 0.6*(ftg. wt.)] Sheet 55 with sesimic overstrength loads IBC Equation 18-2&3 of Foundation Design 15472 R TJE 02/27/25 input--» P 550 HORZ FORCE (lb) input--» h 7.6364 hgt above ground (ft) 4200 #-FT = MOM input--» B 2 DIA OF CONCRETE (ft) input--» pp 120 allowable passive pressure (psf/ft) input--» Soil Weight 105 pcf ---------------------------------------------------------------------- Embedment DEPTH with restraint AT groundline d 4.205 Depth (ft) 4.205 = Min. Calc. Depth S3 505 Lateral Pressure (DEPTH*pp) Min. = 4.21 Depth (ft) = SQRT[(4.25*P*h)/(S3*B)] ---------------------------------------------------------------------- Foundation design Calc's Restraint at groundline input--» restraint? y Y<>N (YES or NO) input--» DEPTH used 4.5 (ft.) ok > min. input--» (R or S)? r R<>S (Round or Square)PIER 2121 fgt wgt Round Pier input--» V(dl+ll) 2730 (lbs.) Vertical Force --------- R(tl+fgt)= 4851 R(tl+fgt-soil)= 3366 R/(B*B*π/4)=1071 PSF input--» V((0.6)dl-wl) -260 ok [(0.6)DL+WL < 0.6*(ftg. wt.)] FOUNDATION DETAIL #3 HORIZONTAL TIES @ 10" O.C. MAX. (8) - #5 VERTICAL RI Project Sheet 56 of Job No. 15472 R Ckd. Init. TJE Cad Rev. Date 2-27-25 5"x5 1/2" x 11'-0" COLUMN SP #50(1:12) TOP OF SLAB X Q v I I I I I I I I I I I I I I I I I I o I t M I I - I I � I I � I I 1tr t �t I I L J I I I I I COLUMN BASE REACTIONS: � fVDL+SL -— 2,730# 1 V0.6-DL+0.ML = -260# 1 24"Q1 HDL+0.7'E = 480# ELEVATION MO.T. DL+0.7•E = 3,650#-ft �) - 0.20110 ANNULAR RING AILS w/ 4" PEN. co 0.6D+0.6W V = 288# H = 137# Me = 137# *6.75" = 924.75#*in JH = 16*(7/8)2 = 12.25 JV = 8*((5/8)2+(1 7/8)2) = 31.25 JTotal = 43.5 (each end) VNAIL = 288/16 ± 924.75*1.875/43.5/2 VNAIL = 38# HNAIL = 137/16 ± 924.75*0.875/43.5/2 HNAIL = 18# RNAIL = 42# OK (2) - 1/4" PLATES OK D+0.7E H = 440# Me = 440# * 6.75" = 2970#*in JH = 16*(7/8)2 = 12.25 JV = 8*((5/8)2+(1 7/8)2) = 31.25 JTotal = 43.5 (each end) VNAIL = ± 2970*1.875/43.5/2 VNAIL = 64# HNAIL = 440/16 ± 2970*0.875/43.5/2 HNAIL = 57# RNAIL = 86# OK (2) - 1/4" PLATES OK Sheet 57 of 15472 R TJE 2-27-25 V(0.6D+0.6W) = -288# H(0.6D+0.6W) = 137# H(D+0.7E) = 440# (1/4"x5"x10") 0.6D+0.6Ez T = 972# @ ONE SIDE Hx = 6# Hy = 362# Mex = 6# *6.75" = 40.5#*in JH = 16*(7/8)2 = 12.25 JV = 8*((5/8)2+(1 7/8)2) = 31.25 JTotal = 43.5 (each end) VNAIL = 972/8 ± 40.5*1.875/43.5/2 VNAIL = 122# HNAIL = 6/16 ± 40.5*0.875/43.5/2 HNAIL = 1# RNAIL = 122# OK WNAIL = 362/4 = 91# OK R = 152# @ 53.3 degrees OK T = 5217#*in / 4.75 in -252#/2 T = 972# V' = 307# * 1.6 = 491# W' = 43 pli * 2.25" * 1.6 = 155# N'53.3 = 277# tplate > (362*2.75*4*1.67/50000/5)0.5 tplate > 0.163" 1/4" OK Sheet 58 of 58 15472 R TJE 2-27-25 V(0.6D+0.6Ez) = 252# H(D+0.7Ez) = 6# (1/4"x5"x10") Hy(D+0.7Ez) = 362# My(D+0.7Ez) = 5217#*in