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15471 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 15471 R TJE 2-26-25 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 15471 R TJE 2-26-25 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 15471 R TJE 2-26-25 Sheet 5 ASCE 7-16 SNOW DRIFTING of 15471 R TJE 02/26/25 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 = 6 (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)15471 R (0.25  h/L  1.0)TJE P = qh*G*CN 02/26/25 Wind Flow CLEAR Risk Category II Wind Speed (Vult) = 97 mph Wind Speed (Vasd) =75 mph Mean Roof Height (h) 9 ft Roof Length (L) 12 ft Roof Pitch 3 Exposure Category C Ke 1.00 Kzt 1.00 Kd 0.85 Kz 0.85 h/L = 0.75 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 > 18'0.30 0.30 > 18' -0.60 -0.60 9' to 18'0.50 0.50 9' to 18' -0.80 -0.80 0' to 9'0.80 0.80 0' to 9' CASE 'A' CASE 'B' PRESSURES (psf) Horz. Dist. From Horz. Dist. From Windward Edge Windward Edge -4.44 -4.44 > 18'4.44 4.44 > 18' -8.88 -8.88 9' to 18'7.40 7.40 9' to 18' -11.83 -11.83 0' to 9'11.83 11.83 0' to 9' 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 Lat2 W DownW Up Sheet 7 OPEN BUILDING COMPONENT & CLADDING PRESSURE FROM ASCE 7-16 of (Pitched Roof with θ45º)15471 R (0.25  h/L  1.0)TJE P = qh*G*CN 02/26/25 Wind Flow CLEAR Risk Category II Wind Speed (Vult) = 97 mph Wind Speed (Vasd) =75 mph Mean Roof Height (h) 9 ft Roof Length (L) 12 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 = 0.75 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.15471 R Ckd. Init.TJE Client No. Rev. Date 2/26/2025 qh =17.4 psf AS =14.49 ft2 AE =90.91 ft2 n =3 B =9.958 ft (GCpf)5E =0.61 A5E =53.65 ft2 (GCpf)5 =0.4 A5 =37.26 ft2 (GCpf)6E =-0.43 (GCpf)6 =-0.29 (GCpf)windward =0.524 (GCpf)leeward =-0.373 ɸ = 0.159 ɸ = AS / AE KB =1.700 KB = 1.8 - 0.01 * B ≥ 0.8 KS =0.646 KS = 0.60 + 0.073 * (n - 3) + 1.25 * ɸ1.8 p = 17.13 psf p = qh * [(GCpf)windward - (GCpf)leeward] * KB * KS F = 1558 lb F = p * AE Force per frame =519 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.15471 R Ckd. Init.TJE Client No. Rev. Date 2/26/2025 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.15471 R Ckd. Init.TJE Client No. Rev. Date 2/26/2025 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 15471 R TJE 2-26-25 Sheet 12 D+S of 04:45 PM Job No.14574 R RADIANS DEGREES GEOMETRY TJE INPUT Fb 2400 (psi)+========+=========+02/26/25 INPUT Fv 300 (psi) TOP SLOPE 0.24498 14.03624°RUN 4.521 =4 ' -6 1/4 '' Cvr = 0.72 BOTTOM SLOPE 0.2038218 11.67813° RISE 1.130 = 1 ' - 1 9/16'' INPUT Fc(perp) (core lam)650 (psi)TANGENT LOCATION 1.41689 (ft) (from cl.)DECK 6.185 =6 ' -2 3/16'' INPUT CD 1.15 TANGENT DEPTH 6.48810 (in) (vertical)F/F COL 9.042 =9 ' -0 1/2 '' INPUT LAM THICKNESS 0.750 (in) ANGLE 1 0.94180 53.96121° overhang 1.021 = 1 ' - 0 1/4 '' INPUT PITCH 3 ANGLE 2 0.42517 24.36066° D CL 0.750 = 0 ' - 9 '' INPUT BM LENGTH 12 (ft)W(dl+ll)265 (plf)D END 0.406 =0 ' -4 7/8 '' INPUT COL DEPTH 5.5 (in)W(ll)200 (plf)D FLAT 0.292 =0 ' -3 1/2 '' INPUT SPACING 8 (ft)1981 AITC Technical Note #4 (CL Deflection)BM LENGTH 12.000 = 12 ' - 0 '' INPUT RADIUS 7 (ft)deff =6.328 (in)TOTAL RISE 1.500 =1 ' -6 '' INPUT BM WIDTH 5 (in) CL Deflection (TL)0.22 (in)L/Lc 3.191 INPUT END DEPTH 4.875 (in) Span/Deflection (TL)486 Dc/Rm 0.102 INPUT CL. DEPTH 9.000 (in) CL Deflection (LL)0.17 (in)BM WGT 84 # INPUT OVERHANG (cl. BRG)1.25 (ft)Span/Deflection (LL)644 INPUT 'E'1800 (ksi)AITC "TCM" 6th Edition (CL Deflection)fv =74 (psi) INPUT LL (Horz. Projection)25 (psf)dequiv =6.864 (in)F’V =248 (psi) INPUT DL (w/o bm wt)7 (psf) CL Deflection (TL)0.16 (in)Surface Area =5.603 (sq ft) INPUT WIND 10.44 (psf) Span/Deflection (TL) 661 0.6*DL-WLup =-17 (plf) GUST FACTOR 0.85 CL Deflection (LL) 0.12 (in)Q =2.35811 ° INPUT UPLIFT FACTOR -0.8 Span/Deflection (LL) 875 density = 36 pcf INPUT SL LEFT (psf)0 INPUT SL RIGHT (psf)0 Unb SL Dist. from CL (ft)0 (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 3.398 10 -1639 -170 Moverhang = MDL+LL 0.229 4.733 19 1922 103 -223 -12 0.000 4.066 14 -2458 -178 0 0 -2458 -178 0.556 4.898 20 6395 320 -521 -26 0.841 =CC 3984 199 1.00 2510 1.111 5.178 22 13334 597 -978 -44 0.0636 = Krs 9449 423 1.00 2510 1.667 5.459 25 19295 777 -1369 -55 1.6750 = KΘ 13937 561 1.00 2510 2.222 5.739 27 24276 884 -1696 -62 0.87 = Crs 17444 636 1.00 2510 2.778 6.019 30 28275 936 -1959 -65 0.909 = CI 19970 661 1.00 2510 3.333 6.300 33 31290 946 -2156 -65 @TAN 21511 650 1.00 2110 3.687 6.611 36 32698 898 -2248 -62 21979 603 1.00 2320 4.042 7.162 43 33704 789 -2314 -54 22046 516 1.00 2320 4.396 7.955 53 34308 651 -2353 -45 21710 412 1.00 2320 4.750 9.000 68 34509 511 -2367 -35 856 = (KΘ)*fb @CL 20972 311 1.00 2320 ------------------------VERTICAL------------------------------------------------------------------------------------------------------------------------28 = 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 388 V live load 1200 downward WINDWARD LEEWARD V wind load 352 -49 V (uplift) -0.80 -341 LOAD COMBINATIONS V dl + ll 1588 # V dl+0.75*(ll+wl) 1552 # V 0.6*dl-uplift -108 # VERT. PRO. H wind top PARALLEL 79 # WS FACTOR 1.10 INPUT H wind base 133 # LS FACTOR -0.39 INPUT M wind 848 #-ft ROOF WL FACT. 1.49 H wind top PERPEND. 25 # H wind base 83 # ON END BAY M wind 444 #-ft WS FACTOR 1 INPUT PFCLD Joint Coordinates Joint X Y DEPTH 1 -4.75 0.00 2 -4.75 8.00 3 -6.00 8.04 4 -4.75 8.17 5 -3.64 8.40 3.78 6 -2.53 8.66 4.62 7 -1.42 8.91 5.46 8 -0.71 9.05 6.02 9 0.00 9.16 6.73 10 0.71 9.05 8.08 11 1.42 8.91 8.08 12 2.53 8.66 6.73 13 3.64 8.40 6.02 14 4.75 8.17 5.46 15 6.00 8.04 4.62 16 4.75 8.00 3.78 17 4.75 0.00 9.00 18 0.00 9.54 MD+S unb (#-in) CURVED BEAM DESIGN MCL = MDL+LL(LENGTH) – MDL+0.5*LL(OVERHANG) =============================================================================================================================================================== Sheet 13 D+S UNB of 05:08 PM Job No.15471 R RADIANS DEGREES GEOMETRY TJE INPUT Fb 2400 (psi)+========+=========+02/26/25 INPUT Fv 300 (psi) TOP SLOPE 0.24498 14.03624°RUN 4.521 =4 ' -6 1/4 '' Cvr = 0.72 BOTTOM SLOPE 0.2038218 11.67813° RISE 1.130 = 1 ' - 1 9/16'' INPUT Fc(perp) (core lam)650 (psi)TANGENT LOCATION 1.41689 (ft) (from cl.)DECK 6.185 =6 ' -2 3/16'' INPUT CD 1.15 TANGENT DEPTH 6.48810 (in) (vertical)F/F COL 9.042 =9 ' -0 1/2 '' INPUT LAM THICKNESS 0.750 (in) ANGLE 1 0.94180 53.96121° overhang 1.021 = 1 ' - 0 1/4 '' INPUT PITCH 3 ANGLE 2 0.42517 24.36066° D CL 0.750 = 0 ' - 9 '' INPUT BM LENGTH 12 (ft)W(dl+ll)199 (plf)D END 0.406 =0 ' -4 7/8 '' INPUT COL DEPTH 5.5 (in)W(ll)134 (plf)D FLAT 0.292 =0 ' -3 1/2 '' INPUT SPACING 8 (ft)1981 AITC Technical Note #4 (CL Deflection)BM LENGTH 12.000 = 12 ' - 0 '' INPUT RADIUS 7 (ft)deff =6.328 (in)TOTAL RISE 1.500 =1 ' -6 '' INPUT BM WIDTH 5 (in) CL Deflection (TL)0.17 (in)L/Lc 3.191 INPUT END DEPTH 4.875 (in) Span/Deflection (TL)647 Dc/Rm 0.102 INPUT CL. DEPTH 9.000 (in) CL Deflection (LL)0.11 (in)BM WGT 84 # INPUT OVERHANG (cl. BRG)1.25 (ft)Span/Deflection (LL)958 INPUT 'E'1800 (ksi)AITC "TCM" 6th Edition (CL Deflection)fv =67 (psi) INPUT LL (Horz. Projection)16.8 (psf)dequiv =6.864 (in)F’V =248 (psi) INPUT DL (w/o bm wt)7 (psf) CL Deflection (TL)0.12 (in)Surface Area =5.603 (sq ft) INPUT WIND 10.44 (psf) Span/Deflection (TL) 879 0.6*DL-WLup =-17 (plf) GUST FACTOR 0.85 CL Deflection (LL) 0.08 (in)Q =2.35811 ° INPUT UPLIFT FACTOR -0.8 Span/Deflection (LL) 1302 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 (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 3.398 10 -1228 -128 Moverhang = MDL+LL 0.229 4.733 19 1393 75 -223 -12 0.000 4.066 14 -1843 -134 0 0 -2608 -189 0.556 4.898 20 4747 237 -521 -26 0.841 =CC 4490 225 1.00 2510 1.111 5.178 22 9973 446 -978 -44 0.0636 = Krs 10552 472 1.00 2510 1.667 5.459 25 14464 582 -1369 -55 1.6750 = KΘ 15578 627 1.00 2510 2.222 5.739 27 18218 664 -1696 -62 0.87 = Crs 19564 713 1.00 2510 2.778 6.019 30 21233 703 -1959 -65 0.909 = CI 22508 745 1.00 2510 3.333 6.300 33 23507 711 -2156 -65 @TAN 24409 738 1.00 2110 3.687 6.611 36 24569 675 -2248 -62 25076 688 1.00 2320 4.042 7.162 43 25328 593 -2314 -54 25317 592 1.00 2320 4.396 7.955 53 25784 489 -2353 -45 25132 477 1.00 2320 4.750 9.000 68 25936 384 -2367 -35 644 = (KΘ)*fb @CL 24520 363 1.00 2320 ------------------------VERTICAL------------------------------------------------------------------------------------------------------------------------21 = 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 388 V live load 806 downward WINDWARD LEEWARD V wind load 352 -49 V (uplift) -0.80 -341 LOAD COMBINATIONS V dl + ll 1195 # V dl+0.75*(ll+wl) 1257 # V 0.6*dl-uplift -108 # VERT. PRO. H wind top PARALLEL 79 # WS FACTOR 1.10 INPUT H wind base 133 # LS FACTOR -0.39 INPUT M wind 848 #-ft ROOF WL FACT. 1.49 H wind top PERPEND. 25 # H wind base 83 # ON END BAY M wind 444 #-ft WS FACTOR 1 INPUT PFCLD Joint Coordinates Joint X Y DEPTH 1 -4.75 0.00 2 -4.75 8.00 3 -6.00 8.04 4 -4.75 8.17 5 -3.64 8.40 3.78 6 -2.53 8.66 4.62 7 -1.42 8.91 5.46 8 -0.71 9.05 6.02 9 0.00 9.16 6.73 10 0.71 9.05 8.08 11 1.42 8.91 8.08 12 2.53 8.66 6.73 13 3.64 8.40 6.02 14 4.75 8.17 5.46 15 6.00 8.04 4.62 16 4.75 8.00 3.78 17 4.75 0.00 9.00 18 0.00 9.54 MD+S unb (#-in) CURVED BEAM DESIGN MCL = MDL+LL(LENGTH) – MDL+0.5*LL(OVERHANG) =============================================================================================================================================================== Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 14 Denotes Beam C.L. Denotes Top of Beam 5"x5 1/2" SP #50(1:12) U = 0.397 < 1.0 OK Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 17 Node Coordinates Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 1 1 -4.75 0 0 2 2 -4.75 8 0 3 3 -6 8.04 0 4 4 -4.75 8.17 0 5 5 -3.64 8.4 0 6 6 -2.53 8.66 0 7 7 -1.42 8.91 0 8 8 -0.71 9.05 0 9 9 0 9.16 0 10 10 0.71 9.05 0 11 11 1.42 8.91 0 12 12 2.53 8.66 0 13 13 3.64 8.4 0 14 14 4.75 8.17 0 15 15 6 8.04 0 16 16 4.75 8 0 17 17 4.75 0 0 18 18 0 9.54 0 19 19 -4.75 8.3525 0 20 20 -3.64 8.63 0 21 21 -2.53 8.9075 0 22 22 -1.42 9.185 0 23 23 -0.71 9.3625 0 24 24 0.71 9.3625 0 25 25 1.42 9.185 0 26 26 2.53 8.9075 0 27 27 3.64 8.63 0 28 28 4.75 8.3525 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 24F-V3 SP Glulam NDS Table 5A 24F-V3_SP/SP na 1 0.3 0.3 35 2 #50(1:12) SP (WET)Glulam NDS Table 5B50SP_N1D12_4LAM na Yes 1 0.3 0.3 35 3 24F-V5 SP (WET)Glulam NDS Table 5A 24F-V5_SP/SP na Yes 1 0.3 0.3 35 4 24F-V3 SP_ZERO Glulam NDS Table 5A 24F-V3_SP/SP na 1 0.3 0.3 0 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 90 4.62X5FS None None 24F-V3 SP_ZERO Typical 4 M4 16 14 90 4.62X5FS None None 24F-V3 SP_ZERO Typical Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 18 Member Primary Data (Continued) Label I Node J Node Rotate(deg)Section/Shape Type Design List Material Design Rule 5 M5 3 4 90 3.78X5FS None None 24F-V3 SP Typical 6 M6 4 5 90 4.62X5FS None None 24F-V3 SP Typical 7 M7 5 6 5X5.46FS None None 24F-V3 SP Typical 8 M8 6 7 5X6.02FS None None 24F-V3 SP Typical 9 M9 7 8 5X6.73FS None None 24F-V3 SP Typical 10 M10 8 9 5X8.08FS None None 24F-V3 SP Typical 11 M11 9 10 5X8.08FS None None 24F-V3 SP Typical 12 M12 10 11 5X6.73FS None None 24F-V3 SP Typical 13 M13 11 12 5X6.02FS None None 24F-V3 SP Typical 14 M14 12 13 5X5.46FS None None 24F-V3 SP Typical 15 M15 13 14 90 4.62X5FS None None 24F-V3 SP Typical 16 M16 14 15 90 3.78X5FS 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 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 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 19 Member Advanced Data (Continued) Label I Release J Release Col-Wall Vert Release Physical Deflection Ratio Options Activation Seismic DR 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 4.62X5FS 0.17 Lbyy 4 M4 4.62X5FS 0.17 Lbyy 5 M5 3.78X5FS 1.257 Lbyy 6 M6 4.62X5FS 1.134 Lbyy 7 M7 5X5.46FS 1.14 Lbyy 8 M8 5X6.02FS 1.138 Lbyy 9 M9 5X6.73FS 0.724 Lbyy 10 M10 5X8.08FS 0.718 Lbyy 11 M11 5X8.08FS 0.718 Lbyy 12 M12 5X6.73FS 0.724 Lbyy 13 M13 5X6.02FS 1.138 Lbyy 14 M14 5X5.46FS 1.14 Lbyy 15 M15 4.62X5FS 1.134 Lbyy 16 M16 3.78X5FS 1.257 Lbyy 17 M17 5X6FS 0.38 Lbyy 18 M18 5X5.5FS 0.182 Lbyy 19 M19 5X5.5FS 0.23 Lbyy 20 M20 5X5.5FS 0.248 Lbyy 21 M21 5X5.5FS 0.275 Lbyy 22 M22 5X5.5FS 0.312 Lbyy Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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 23 M23 5X5.5FS 0.312 Lbyy 24 M24 5X5.5FS 0.275 Lbyy 25 M25 5X5.5FS 0.248 Lbyy 26 M26 5X5.5FS 0.23 Lbyy 27 M27 5X5.5FS 0.182 Lbyy 28 M28 5X5.5FS 1.288 Lbyy 29 M29 5X5.5FS 1.144 Lbyy 30 M30 5X5.5FS 1.144 Lbyy 31 M31 5X5.5FS 1.144 Lbyy 32 M32 5X5.5FS 0.732 Lbyy 33 M33 5X5.5FS 0.732 Lbyy 34 M34 5X5.5FS 1.288 Lbyy 35 M35 5X5.5FS 1.144 Lbyy 36 M36 5X5.5FS 1.144 Lbyy 37 M37 5X5.5FS 1.144 Lbyy 38 M38 5X5.5FS 0.732 Lbyy 39 M39 5X5.5FS 0.732 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 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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 85.3 85.3 0 %100 2 M6 PY 85.3 85.3 0 %100 3 M7 PY 85.3 85.3 0 %100 4 M8 PY 85.3 85.3 0 %100 5 M9 PY 85.3 85.3 0 %100 6 M10 PY 85.3 85.3 0 %100 7 M11 PY 85.3 85.3 0 %100 8 M12 PY 85.3 85.3 0 %100 9 M13 PY 85.3 85.3 0 %100 10 M14 PY 85.3 85.3 0 %100 11 M15 PY 85.3 85.3 0 %100 12 M16 PY 85.3 85.3 0 %100 13 M5 PX -85.3 -85.3 0 %100 14 M6 PX -85.3 -85.3 0 %100 15 M7 PX -85.3 -85.3 0 %100 16 M8 PX -85.3 -85.3 0 %100 17 M9 PX -85.3 -85.3 0 %100 18 M10 PX -85.3 -85.3 0 %100 19 M11 PX 85.3 85.3 0 %100 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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 85.3 85.3 0 %100 21 M13 PX 85.3 85.3 0 %100 22 M14 PX 85.3 85.3 0 %100 23 M15 PX 85.3 85.3 0 %100 24 M16 PX 85.3 85.3 0 %100 25 M1 Z -16.4 -16.4 0 %100 26 M2 Z -16.4 -16.4 0 %100 27 M5 Z -12.5 -16 0 %100 28 M6 Z -16 -19.2 0 %100 29 M7 Z -19.2 -22.4 0 %100 30 M8 Z -22.4 -25.5 0 %100 31 M9 Z -25.5 -27.6 0 %100 32 M10 Z -27.6 -29.6 0 %100 33 M11 Z -29.6 -27.6 0 %100 34 M12 Z -27.6 -25.5 0 %100 35 M13 Z -25.5 -22.4 0 %100 36 M14 Z -22.4 -19.2 0 %100 37 M15 Z -19.2 -16 0 %100 38 M16 Z -16 -12.5 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 %100 5 M15 PY -81.6 -81.6 0 %100 6 M16 PY -81.6 -81.6 0 %100 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 -77.2 -77.2 0 %100 2 M6 PY -77.2 -77.2 0 %100 3 M7 PY -77.2 -77.2 0 %100 4 M8 PY -77.2 -77.2 0 %100 5 M9 PY -77.2 -77.2 0 %100 6 M10 PY -77.2 -77.2 0 %100 7 M11 PY -77.2 -77.2 0 %100 8 M12 PY -77.2 -77.2 0 %100 9 M13 PY -77.2 -77.2 0 %100 10 M14 PY -77.2 -77.2 0 %100 11 M15 PY -77.2 -77.2 0 %100 12 M16 PY -77.2 -77.2 0 %100 13 M5 PX 77.2 77.2 0 %100 14 M6 PX 77.2 77.2 0 %100 15 M7 PX 77.2 77.2 0 %100 16 M8 PX 77.2 77.2 0 %100 17 M9 PX 77.2 77.2 0 %100 18 M10 PX 77.2 77.2 0 %100 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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, %)] 19 M11 PX -77.2 -77.2 0 %100 20 M12 PX -77.2 -77.2 0 %100 21 M13 PX -77.2 -77.2 0 %100 22 M14 PX -77.2 -77.2 0 %100 23 M15 PX -77.2 -77.2 0 %100 24 M16 PX -77.2 -77.2 0 %100 25 M1 Z -16.4 -16.4 0 %100 26 M2 Z -16.4 -16.4 0 %100 27 M5 Z -12.5 -16 0 %100 28 M6 Z -16 -19.2 0 %100 29 M7 Z -19.2 -22.4 0 %100 30 M8 Z -22.4 -25.5 0 %100 31 M9 Z -25.5 -27.6 0 %100 32 M10 Z -27.6 -29.6 0 %100 33 M11 Z -29.6 -27.6 0 %100 34 M12 Z -27.6 -25.5 0 %100 35 M13 Z -25.5 -22.4 0 %100 36 M14 Z -22.4 -19.2 0 %100 37 M15 Z -19.2 -16 0 %100 38 M16 Z -16 -12.5 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 38.936 38.936 0 %100 2 M6 X 38.936 38.936 0 %100 3 M7 X 38.936 38.936 0 %100 4 M8 X 38.936 38.936 0 %100 5 M9 X 38.936 38.936 0 %100 6 M10 X 38.936 38.936 0 %100 7 M11 X 38.936 38.936 0 %100 8 M12 X 38.936 38.936 0 %100 9 M13 X 38.936 38.936 0 %100 10 M14 X 38.936 38.936 0 %100 11 M15 X 38.936 38.936 0 %100 12 M16 X 38.936 38.936 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 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 25 Member Distributed Loads (BLC 10 : Ez) (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, %)] 12 M39 Z -32.06 -32.06 0 %100 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 6 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 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 26 Load Combinations (Continued) Description Solve BLC Factor BLC Factor BLC Factor BLC Factor 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 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 Yes 25 EZ Yes 26 LRFD 27 1.4D 28 1.2D+1.6S 29 1.2D+1.6S UNB Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 27 Load Combination Design (Continued) Description CD ServiceHot RolledCold FormedWoodConcreteMasonryAluminumStainlessConnection 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 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 5.812 442.058 0 0 0 -0.558 2 2 23.295 1642.058 0 0 0 -2.236 3 3 17.018 878.542 0 0 0 -1.634 4 4 -153.069 780.65 0 0 0 12.137 5 5 9.704 719.978 155.871 11.785 0 -0.932 6 6 -100.237 1596.002 0 0 0 7.705 7 7 21.843 1550.498 116.903 8.839 0 -2.097 8 8 -156.041 559.427 0 0 0 12.422 9 9 -147.245 161.751 0 0 0 11.578 10 10 -1.46 -86.245 155.871 11.785 0 0.14 11 11 6.733 498.755 155.871 11.785 0 -0.646 12 12 -269.776 476.285 0 0 0 24.294 13 13 -187.767 1367.728 0 0 0 16.822 14 14 -274.267 138.372 0 0 0 24.725 15 15 6.65 505.803 240.362 23.394 0 -0.638 16 16 19.553 1389.867 180.272 17.545 0 -1.877 17 17 2.16 167.89 240.362 23.394 0 -0.207 18 24 -302.568 58.627 0 0 0 27.283 19 25 1.197 91.064 264.135 25.708 0 -0.115 20 1 17 -5.812 442.058 0 0 0 0.558 21 2 -23.295 1642.058 0 0 0 2.236 22 3 -17.018 1543.974 0 0 0 1.634 23 4 -168.891 407.306 0 0 0 13.656 24 5 -9.704 719.978 155.871 11.785 0 0.932 25 6 -141.233 1315.994 0 0 0 11.64 26 7 -21.843 1550.498 116.903 8.839 0 2.097 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 28 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [k-in] MY [k-in] MZ [k-in] 27 8 -165.919 186.083 0 0 0 13.371 28 9 -146.905 -145.961 0 0 0 11.545 29 10 1.46 -86.245 155.871 11.785 0 -0.14 30 11 -6.733 498.755 155.871 11.785 0 0.646 31 12 -283.077 535.32 0 0 0 25.571 32 13 -226.872 1412.005 0 0 0 20.576 33 14 -278.586 197.408 0 0 0 25.14 34 15 -6.65 505.803 240.362 23.394 0 0.638 35 16 -19.553 1389.867 180.272 17.545 0 1.877 36 17 -2.16 167.89 240.362 23.394 0 0.207 37 24 -304.963 123.501 0 0 0 27.513 38 25 -1.197 91.064 264.135 25.708 0 0.115 39 1 Totals:0 884.116 0 40 2 0 3284.116 0 41 3 0 2422.516 0 42 4 -321.96 1187.956 0 43 5 0 1439.956 311.742 44 6 -241.47 2911.996 0 45 7 0 3100.996 233.806 46 8 -321.96 745.51 0 47 9 -294.15 15.79 0 48 10 0 -172.49 311.742 49 11 0 997.51 311.742 50 12 -552.853 1011.605 0 51 13 -414.64 2779.733 0 52 14 -552.853 335.78 0 53 15 0 1011.605 480.725 54 16 0 2779.733 360.544 55 17 0 335.78 480.725 56 24 -607.531 182.128 0 57 25 0 182.128 528.269 58 1 COG (ft):X: 0 Y: 8.023 Z: 0 59 2 X: 0 Y: 8.419 Z: 0 60 3 X: 1.305 Y: 8.367 Z: 0 61 4 X: -1.6 Y: 8.161 Z: 0 62 5 X: 0 Y: 8.232 Z: 0 63 6 X: -0.49 Y: 8.4 Z: 0 64 7 X: 0 Y: 8.41 Z: 0 65 8 X: -2.55 Y: 8.179 Z: 0 66 9 X: -99.248 Y: -9.643 Z: 0 67 10 X: 0 Y: 10.231 Z: 0 68 11 X: 0 Y: 8.276 Z: 0 69 12 X: 0 Y: 8.023 Z: 0 70 13 X: 0 Y: 8.374 Z: 0 71 14 X: 0 Y: 7.914 Z: 0 72 15 X: 0 Y: 8.023 Z: 0 73 16 X: 0 Y: 8.374 Z: 0 74 17 X: 0 Y: 7.914 Z: 0 75 24 X: 0 Y: 8.023 Z: 0 76 25 X: 0 Y: 8.023 Z: 0 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 29 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 -312.303 471.744 0 0 0 28.13 2 19*-219.663 1364.322 0 0 0 19.699 3 20*-316.794 133.831 0 0 0 28.561 4 21*6.65 505.803 277.341 26.993 0 -0.638 5 22*19.553 1389.867 208.006 20.245 0 -1.877 6 23*2.16 167.89 277.341 26.993 0 -0.207 7 18*17 -325.604 539.862 0 0 0 29.407 8 19*-258.768 1415.411 0 0 0 23.453 9 20*-321.113 201.949 0 0 0 28.975 10 21*-6.65 505.803 277.341 26.993 0 0.638 11 22*-19.553 1389.867 208.006 20.245 0 1.877 12 23*-2.16 167.89 277.341 26.993 0 0.207 13 18*Totals:-637.907 1011.605 0 14 19*-478.431 2779.733 0 15 20*-637.907 335.78 0 16 21*0 1011.605 554.683 17 22*0 2779.733 416.012 18 23*0 335.78 554.683 19 18*COG (ft):X: 0 Y: 8.023 Z: 0 20 19*X: 0 Y: 8.374 Z: 0 21 20*X: 0 Y: 7.914 Z: 0 22 21*X: 0 Y: 8.023 Z: 0 23 22*X: 0 Y: 8.374 Z: 0 24 23*X: 0 Y: 7.914 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 1 442.058 -5.812 0 0 0 -0.558 2 2 388.586 -5.812 0 0 0 0 3 2 M1 1 1642.058 -23.295 0 0 0 -2.236 4 2 1588.586 -23.295 0 0 0 0 5 3 M1 1 878.542 -17.018 0 0 0 -1.634 6 2 825.07 -17.018 0 0 0 0 7 4 M1 1 780.65 153.069 0 0 0 12.137 8 2 727.178 99.789 0 0 0 0 9 5 M1 1 719.978 -9.704 155.871 0 -11.785 -0.932 10 2 666.506 -9.704 77.151 0 -0.6 0 11 6 M1 1 1596.002 100.237 0 0 0 7.705 12 2 1542.53 60.277 0 0 0 0 13 7 M1 1 1550.498 -21.843 116.903 0 -8.839 -2.097 14 2 1497.026 -21.843 57.863 0 -0.45 0 15 8 M1 1 559.427 156.041 0 0 0 12.422 16 2 527.343 102.761 0 0 0 0 17 9 M1 1 161.751 147.245 0 0 0 11.578 18 2 129.668 93.965 0 0 0 0 19 10 M1 1 -86.245 1.46 155.871 0 -11.785 0.14 20 2 -118.329 1.46 77.151 0 -0.6 0 21 11 M1 1 498.755 -6.733 155.871 0 -11.785 -0.646 22 2 466.671 -6.733 77.151 0 -0.6 0 23 12 M1 1 476.285 269.776 0 0 0 24.294 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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] 24 2 415.102 236.347 0 0 0 0 25 13 M1 1 1367.728 187.767 0 0 0 16.822 26 2 1308.473 162.695 0 0 0 0 27 14 M1 1 138.372 274.267 0 0 0 24.725 28 2 114 240.838 0 0 0 0 29 15 M1 1 505.803 -6.65 240.362 0 -23.394 -0.638 30 2 444.62 -6.65 206.933 0 -1.924 0 31 16 M1 1 1389.867 -19.553 180.272 0 -17.545 -1.877 32 2 1330.611 -19.553 155.2 0 -1.443 0 33 17 M1 1 167.89 -2.16 240.362 0 -23.394 -0.207 34 2 143.517 -2.16 206.933 0 -1.924 0 35 1 M2 1 442.058 5.812 0 0 0 0.558 36 2 388.586 5.812 0 0 0 0 37 2 M2 1 1642.058 23.295 0 0 0 2.236 38 2 1588.586 23.295 0 0 0 0 39 3 M2 1 1543.974 17.018 0 0 0 1.634 40 2 1490.502 17.018 0 0 0 0 41 4 M2 1 407.306 168.891 0 0 0 13.656 42 2 353.834 115.611 0 0 0 0 43 5 M2 1 719.978 9.704 155.871 0 -11.785 0.932 44 2 666.506 9.704 77.151 0 -0.6 0 45 6 M2 1 1315.994 141.233 0 0 0 11.64 46 2 1262.522 101.273 0 0 0 0 47 7 M2 1 1550.498 21.843 116.903 0 -8.839 2.097 48 2 1497.026 21.843 57.863 0 -0.45 0 49 8 M2 1 186.083 165.919 0 0 0 13.371 50 2 153.999 112.639 0 0 0 0 51 9 M2 1 -145.961 146.905 0 0 0 11.545 52 2 -178.045 93.625 0 0 0 0 53 10 M2 1 -86.245 -1.46 155.871 0 -11.785 -0.14 54 2 -118.329 -1.46 77.151 0 -0.6 0 55 11 M2 1 498.755 6.733 155.871 0 -11.785 0.646 56 2 466.671 6.733 77.151 0 -0.6 0 57 12 M2 1 535.32 283.077 0 0 0 25.571 58 2 474.138 249.648 0 0 0 0 59 13 M2 1 1412.005 226.872 0 0 0 20.576 60 2 1352.75 201.801 0 0 0 0 61 14 M2 1 197.408 278.586 0 0 0 25.14 62 2 173.035 245.157 0 0 0 0 63 15 M2 1 505.803 6.65 240.362 0 -23.394 0.638 64 2 444.62 6.65 206.933 0 -1.924 0 65 16 M2 1 1389.867 19.553 180.272 0 -17.545 1.877 66 2 1330.611 19.553 155.2 0 -1.443 0 67 17 M2 1 167.89 2.16 240.362 0 -23.394 0.207 68 2 143.517 2.16 206.933 0 -1.924 0 69 1 M5 1 0 0 0 0 0 0 70 2 -8.058 0 77.48 0 0.584 0 71 2 M5 1 0 0 0 0 0 0 72 2 -33.918 0 326.139 0 2.459 0 73 3 M5 1 0 0 0 0 0 0 74 2 -13.282 0 127.709 0 0.963 0 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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] 75 4 M5 1 31.629 0 3.289 0 0 0 76 2 23.571 0 178.946 0 1.374 0 77 5 M5 1 0 0 0 0 0 0 78 2 -8.058 -10.745 135.693 0 1.023 0.078 79 6 M5 1 23.722 0 2.467 0 0 0 80 2 -3.731 0 340.074 0 2.583 0 81 7 M5 1 0 0 0 0 0 0 82 2 -27.453 -8.059 307.634 0 2.32 0.058 83 8 M5 1 31.629 0 3.289 0 0 0 84 2 27.751 0 138.754 0 1.071 0 85 9 M5 1 31.629 0 3.289 0 0 0 86 2 27.751 0 50.681 0 0.407 0 87 10 M5 1 0 0 0 0 0 0 88 2 -3.878 -10.745 -27.032 0 -0.204 0.078 89 11 M5 1 0 0 0 0 0 0 90 2 -3.878 -10.745 95.5 0 0.72 0.078 91 12 M5 1 0 0 0 0 0 0 92 2 38.66 0 93.632 0 0.706 0 93 13 M5 1 0 0 0 0 0 0 94 2 7.585 0 276.089 0 2.082 0 95 14 M5 1 0 0 0 0 0 0 96 2 44.931 0 33.333 0 0.251 0 97 15 M5 1 0 -18.795 0 0 0 0 98 2 -9.22 -22.405 88.653 0 0.668 0.311 99 16 M5 1 0 -14.096 0 0 0 0 100 2 -28.325 -16.803 272.354 0 2.054 0.233 101 17 M5 1 0 -18.795 0 0 0 0 102 2 -2.949 -22.405 28.353 0 0.214 0.311 103 1 M6 1 68.729 0 -303.046 0 0.596 0 104 2 54.443 0 -234.099 0 -3.057 0 105 2 M6 1 278.6 0 -1229.739 0 2.507 0 106 2 219.271 0 -943.409 0 -12.274 0 107 3 M6 1 158.017 0 -678.728 0 0.998 0 108 2 134.632 0 -565.87 0 -7.467 0 109 4 M6 1 55.294 0 -551.89 0 1.171 0 110 2 41.007 0 -394.388 0 -5.266 0 111 5 M6 1 123.078 66.406 -516.478 0.426 1.043 0.167 112 2 108.792 54.435 -395.024 0.426 -5.157 -0.657 113 6 M6 1 216.056 0 -1184.699 0 2.46 0 114 2 167.987 0 -886.298 0 -11.626 0 115 7 M6 1 266.894 49.804 -1158.14 0.319 2.364 0.125 116 2 218.825 40.826 -886.775 0.319 -11.544 -0.493 117 8 M6 1 20.037 0 -396.384 0 0.861 0 118 2 13.132 0 -274.504 0 -3.702 0 119 9 M6 1 -43.185 0 -92.822 0 0.215 0 120 2 -50.09 0 -50.383 0 -0.759 0 121 10 M6 1 -26.579 66.406 88.286 0.426 -0.207 0.167 122 2 -33.484 54.435 63.594 0.426 0.826 -0.657 123 11 M6 1 87.821 66.406 -360.972 0.426 0.734 0.167 124 2 80.916 54.435 -275.14 0.426 -3.593 -0.657 125 12 M6 1 -118.156 0 -357.378 0 0.224 0 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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] 126 2 -91.277 0 -269.532 0 -4.04 0 127 13 M6 1 85.969 0 -1038.815 0 1.75 0 128 2 68.774 0 -792.657 0 -10.707 0 129 14 M6 1 -171.345 0 -122.814 0 -0.24 0 130 2 -133.37 0 -88.518 0 -1.677 0 131 15 M6 1 78.64 149.043 -346.745 1.363 0.682 0.598 132 2 62.293 145.064 -267.856 1.363 -3.498 -1.402 133 16 M6 1 233.565 111.782 -1030.84 1.022 2.094 0.449 134 2 183.952 108.798 -791.4 1.022 -10.3 -1.052 135 17 M6 1 25.45 149.043 -112.181 1.363 0.218 0.598 136 2 20.2 145.064 -86.842 1.363 -1.135 -1.402 137 1 M7 1 60.457 232.618 0 0 0 -3.057 138 2 44.125 162.894 0 0 0 -5.763 139 2 M7 1 243.507 937.446 0 0 0 -12.274 140 2 176.546 651.572 0 0 0 -23.143 141 3 M7 1 149.169 562.213 0 0 0 -7.467 142 2 122.609 448.826 0 0 0 -14.383 143 4 M7 1 51.156 393.2 0 0 0 -5.266 144 2 34.824 234.415 0 0 0 -9.559 145 5 M7 1 118.934 392.089 54.435 0.443 0.646 -5.157 146 2 102.602 269.558 40.207 0.443 1.296 -9.682 147 6 M7 1 190.769 881.676 0 0 0 -11.626 148 2 136.465 583.044 0 0 0 -21.645 149 7 M7 1 241.603 880.842 40.826 0.332 0.485 -11.544 150 2 187.298 609.401 30.155 0.332 0.972 -21.738 151 8 M7 1 20.201 274.074 0 0 0 -3.702 152 2 12.275 151.177 0 0 0 -6.61 153 9 M7 1 -48.775 51.656 0 0 0 -0.759 154 2 -56.701 8.653 0 0 0 -1.171 155 10 M7 1 -35.112 -62.711 54.435 0.443 0.646 0.826 156 2 -43.038 -38.2 40.207 0.443 1.296 1.516 157 11 M7 1 87.979 272.963 54.435 0.443 0.646 -3.593 158 2 80.053 186.319 40.207 0.443 1.296 -6.734 159 12 M7 1 -84.301 271.795 0 0 0 -4.04 160 2 -59.054 181.725 0 0 0 -7.142 161 13 M7 1 89.176 790.621 0 0 0 -10.707 162 2 66.056 543.526 0 0 0 -19.833 163 14 M7 1 -131.045 91.925 0 0 0 -1.677 164 2 -93.138 55.906 0 0 0 -2.689 165 15 M7 1 69.175 266.162 111.684 1.309 1.388 -3.498 166 2 50.488 186.383 106.955 1.309 2.883 -6.594 167 16 M7 1 204.283 786.397 83.763 0.982 1.041 -10.3 168 2 148.212 547.02 80.216 0.982 2.162 -19.421 169 17 M7 1 22.431 86.292 111.684 1.309 1.388 -1.135 170 2 16.404 60.564 106.955 1.309 2.883 -2.14 171 1 M8 1 42.729 163.266 0 0 0 -5.763 172 2 26.828 92.663 0 0 0 -7.51 173 2 M8 1 170.963 653.059 0 0 0 -23.143 174 2 106.284 365.882 0 0 0 -30.099 175 3 M8 1 118.764 449.859 0 0 0 -14.383 176 2 93.01 335.508 0 0 0 -19.745 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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] 177 4 M8 1 32.817 234.705 0 0 0 -9.559 178 2 16.916 75.217 0 0 0 -11.674 179 5 M8 1 100.292 270.426 40.207 0.431 1.3 -9.682 180 2 84.39 147.12 23.857 0.431 1.739 -12.533 181 6 M8 1 131.471 584.19 0 0 0 -21.645 182 2 78.986 284.492 0 0 0 -27.575 183 7 M8 1 182.077 610.981 30.155 0.324 0.975 -21.738 184 2 129.592 338.42 17.893 0.324 1.305 -28.219 185 8 M8 1 10.981 151.276 0 0 0 -6.61 186 2 3.245 28.043 0 0 0 -7.835 187 9 M8 1 -56.773 8.168 0 0 0 -1.171 188 2 -64.509 -35.328 0 0 0 -0.986 189 10 M8 1 -42.709 -38.567 40.207 0.431 1.3 1.516 190 2 -50.445 -14.683 23.857 0.431 1.739 1.88 191 11 M8 1 78.456 186.998 40.207 0.431 1.3 -6.734 192 2 70.719 99.946 23.857 0.431 1.739 -8.693 193 12 M8 1 -60.607 181.213 0 0 0 -7.142 194 2 -34.396 90.428 0 0 0 -8.997 195 13 M8 1 61.402 544.071 0 0 0 -19.833 196 2 40.502 295.901 0 0 0 -25.567 197 14 M8 1 -93.613 55.107 0 0 0 -2.689 198 2 -55.089 18.989 0 0 0 -3.194 199 15 M8 1 48.891 186.808 73.574 1.188 2.916 -6.594 200 2 30.696 106.025 68.37 1.188 3.885 -8.593 201 16 M8 1 143.526 548.268 55.181 0.891 2.187 -19.421 202 2 89.321 307.598 51.278 0.891 2.914 -25.264 203 17 M8 1 15.886 60.702 73.574 1.188 2.916 -2.14 204 2 10.003 34.586 68.37 1.188 3.885 -2.79 205 1 M9 1 24.331 93.35 0 0 0 -7.51 206 2 15.261 47.35 0 0 0 -8.121 207 2 M9 1 96.425 368.602 0 0 0 -30.099 208 2 59.884 183.285 0 0 0 -32.496 209 3 M9 1 83.971 337.884 0 0 0 -19.745 210 2 69.351 263.741 0 0 0 -22.357 211 4 M9 1 14.891 75.644 0 0 0 -11.674 212 2 5.82 -26.889 0 0 0 -11.886 213 5 M9 1 80.411 149.332 23.857 0.385 1.75 -12.533 214 2 71.341 69.812 12.329 0.385 1.908 -13.484 215 6 M9 1 71.321 286.51 0 0 0 -27.575 216 2 41.648 93.622 0 0 0 -29.226 217 7 M9 1 120.462 341.776 17.893 0.288 1.313 -28.219 218 2 90.788 166.148 9.247 0.288 1.431 -30.425 219 8 M9 1 2.491 28.12 0 0 0 -7.835 220 2 -1.935 -50.859 0 0 0 -7.736 221 9 M9 1 -63.538 -37.047 0 0 0 -0.986 222 2 -67.964 -65.311 0 0 0 -0.541 223 10 M9 1 -50.033 -16.031 23.857 0.385 1.75 1.88 224 2 -54.459 -1.439 12.329 0.385 1.908 1.956 225 11 M9 1 68.011 101.808 23.857 0.385 1.75 -8.693 226 2 63.586 45.843 12.329 0.385 1.908 -9.334 227 12 M9 1 -36.81 89.472 0 0 0 -8.997 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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] 228 2 -18.402 31.163 0 0 0 -9.52 229 13 M9 1 32.546 296.881 0 0 0 -25.567 230 2 23.481 137.161 0 0 0 -27.452 231 14 M9 1 -55.579 17.503 0 0 0 -3.194 232 2 -30.157 -5.239 0 0 0 -3.248 233 15 M9 1 27.84 106.811 41.004 0.994 3.933 -8.593 234 2 17.461 54.177 37.304 0.994 4.273 -9.292 235 16 M9 1 81.033 309.885 30.753 0.746 2.95 -25.264 236 2 50.378 154.422 27.978 0.746 3.205 -27.28 237 17 M9 1 9.072 34.842 41.004 0.994 3.933 -2.79 238 2 5.706 17.776 37.304 0.994 4.273 -3.019 239 1 M10 1 13.308 47.935 0 0 0 -8.121 240 2 5.956 0.479 0 0 0 -8.329 241 2 M10 1 52.325 185.584 0 0 0 -32.496 242 2 23.232 -2.197 0 0 0 -33.286 243 3 M10 1 58.489 266.361 0 0 0 -22.357 244 2 46.745 190.56 0 0 0 -24.327 245 4 M10 1 6.917 -26.628 0 0 0 -11.886 246 2 -0.435 -130.211 0 0 0 -11.21 247 5 M10 1 68.421 72.676 12.329 0.306 1.922 -13.484 248 2 61.069 -8.059 0 0.306 1.976 -13.763 249 6 M10 1 37.777 95.249 0 0 0 -29.226 250 2 14.12 -99.546 0 0 0 -29.207 251 7 M10 1 83.905 169.728 9.247 0.23 1.442 -30.425 252 2 60.248 -7.932 0 0.23 1.482 -31.122 253 8 M10 1 0.15 -50.895 0 0 0 -7.736 254 2 -3.457 -130.304 0 0 0 -6.955 255 9 M10 1 -65.231 -68.04 0 0 0 -0.541 256 2 -68.838 -97.098 0 0 0 0.17 257 10 M10 1 -54.354 -3.669 12.329 0.306 1.922 1.956 258 2 -57.961 9.821 0 0.306 1.976 1.929 259 11 M10 1 61.654 48.409 12.329 0.306 1.922 -9.334 260 2 58.047 -8.152 0 0.306 1.976 -9.508 261 12 M10 1 -19.663 30.383 0 0 0 -9.52 262 2 1.44 -28.489 0 0 0 -9.529 263 13 M10 1 17.842 138.008 0 0 0 -27.452 264 2 15.526 -23.254 0 0 0 -27.946 265 14 M10 1 -29.917 -6.47 0 0 0 -3.248 266 2 -3.144 -28.744 0 0 0 -3.096 267 15 M10 1 15.227 54.847 15.952 0.739 4.323 -9.292 268 2 6.815 0.548 11.542 0.739 4.441 -9.531 269 16 M10 1 44.01 156.356 11.964 0.554 3.242 -27.28 270 2 19.557 -1.476 8.656 0.554 3.331 -27.948 271 17 M10 1 4.973 17.995 15.952 0.739 4.323 -3.019 272 2 2.231 0.293 11.542 0.739 4.441 -3.098 273 1 M11 1 5.956 -0.479 0 0 0 -8.329 274 2 13.308 -47.935 0 0 0 -8.121 275 2 M11 1 23.232 2.197 0 0 0 -33.286 276 2 52.325 -185.584 0 0 0 -32.496 277 3 M11 1 -12.685 193.032 0 0 0 -24.327 278 2 18.147 -5.975 0 0 0 -25.133 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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] 279 4 M11 1 79.066 -120.833 0 0 0 -11.301 280 2 86.418 -148.545 0 0 0 -10.14 281 5 M11 1 61.069 8.059 0 -0.306 1.976 -13.763 282 2 68.421 -72.676 -12.329 -0.306 1.922 -13.484 283 6 M11 1 73.745 -88.737 0 0 0 -29.276 284 2 97.403 -226.63 0 0 0 -27.916 285 7 M11 1 60.248 7.932 0 -0.23 1.482 -31.122 286 2 83.905 -169.728 -9.247 -0.23 1.442 -30.425 287 8 M11 1 76.044 -120.74 0 0 0 -7.046 288 2 79.651 -124.278 0 0 0 -5.99 289 9 M11 1 -3.282 -109.954 0 0 0 0.095 290 2 0.325 -76.462 0 0 0 0.899 291 10 M11 1 -57.961 -9.821 0 -0.306 1.976 1.929 292 2 -54.354 3.669 -12.329 -0.306 1.922 1.956 293 11 M11 1 58.047 8.152 0 -0.306 1.976 -9.508 294 2 61.654 -48.409 -12.329 -0.306 1.922 -9.334 295 12 M11 1 12.19 -29.585 0 0 0 -9.533 296 2 50.117 -79.312 0 0 0 -9.063 297 13 M11 1 23.588 -20.301 0 0 0 -27.949 298 2 70.178 -174.704 0 0 0 -27.109 299 14 M11 1 7.606 -29.331 0 0 0 -3.1 300 2 39.864 -42.459 0 0 0 -2.79 301 15 M11 1 6.815 -0.548 -11.542 -0.739 4.441 -9.531 302 2 15.227 -54.847 -15.952 -0.739 4.323 -9.292 303 16 M11 1 19.557 1.476 -8.656 -0.554 3.331 -27.948 304 2 44.01 -156.356 -11.964 -0.554 3.242 -27.28 305 17 M11 1 2.231 -0.293 -11.542 -0.739 4.441 -3.098 306 2 4.973 -17.995 -15.952 -0.739 4.323 -3.019 307 1 M12 1 15.261 -47.35 0 0 0 -8.121 308 2 24.331 -93.35 0 0 0 -7.51 309 2 M12 1 59.884 -183.285 0 0 0 -32.496 310 2 96.425 -368.602 0 0 0 -30.099 311 3 M12 1 18.377 -5.227 0 0 0 -25.133 312 2 57.116 -201.69 0 0 0 -24.235 313 4 M12 1 92.431 -144.88 0 0 0 -10.14 314 2 101.501 -170.994 0 0 0 -8.769 315 5 M12 1 71.341 -69.812 -12.329 -0.385 1.908 -13.484 316 2 80.411 -149.332 -23.857 -0.385 1.75 -12.533 317 6 M12 1 106.605 -222.449 0 0 0 -27.916 318 2 136.279 -358.022 0 0 0 -25.396 319 7 M12 1 90.788 -166.148 -9.247 -0.288 1.431 -30.425 320 2 120.462 -341.776 -17.893 -0.288 1.313 -28.219 321 8 M12 1 84.675 -120.911 0 0 0 -5.99 322 2 89.101 -123.469 0 0 0 -4.929 323 9 M12 1 3.457 -76.384 0 0 0 0.899 324 2 7.883 -41.645 0 0 0 1.411 325 10 M12 1 -54.459 1.439 -12.329 -0.385 1.908 1.956 326 2 -50.033 16.031 -23.857 -0.385 1.75 1.88 327 11 M12 1 63.586 -45.843 -12.329 -0.385 1.908 -9.334 328 2 68.011 -101.808 -23.857 -0.385 1.75 -8.693 329 12 M12 1 53.325 -77.192 0 0 0 -9.063 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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] 330 2 92.49 -124.149 0 0 0 -8.189 331 13 M12 1 77.276 -171.683 0 0 0 -27.109 332 2 129.521 -322.889 0 0 0 -24.961 333 14 M12 1 41.57 -40.79 0 0 0 -2.79 334 2 73.722 -52.18 0 0 0 -2.387 335 15 M12 1 17.461 -54.177 -37.304 -0.994 4.273 -9.292 336 2 27.84 -106.811 -41.004 -0.994 3.933 -8.593 337 16 M12 1 50.378 -154.422 -27.978 -0.746 3.205 -27.28 338 2 81.033 -309.885 -30.753 -0.746 2.95 -25.264 339 17 M12 1 5.706 -17.776 -37.304 -0.994 4.273 -3.019 340 2 9.072 -34.842 -41.004 -0.994 3.933 -2.79 341 1 M13 1 26.828 -92.663 0 0 0 -7.51 342 2 42.729 -163.266 0 0 0 -5.763 343 2 M13 1 106.284 -365.882 0 0 0 -30.099 344 2 170.963 -653.059 0 0 0 -23.143 345 3 M13 1 62.509 -200.084 0 0 0 -24.235 346 2 131.091 -504.587 0 0 0 -19.424 347 4 M13 1 106.054 -168.208 0 0 0 -8.769 348 2 121.956 -207.544 0 0 0 -6.203 349 5 M13 1 84.39 -147.12 -23.857 -0.431 1.739 -12.533 350 2 100.292 -270.426 -40.207 -0.431 1.3 -9.682 351 6 M13 1 145.839 -354.236 0 0 0 -25.396 352 2 198.325 -563.819 0 0 0 -19.129 353 7 M13 1 129.592 -338.42 -17.893 -0.324 1.305 -28.219 354 2 182.077 -610.981 -30.155 -0.324 0.975 -21.738 355 8 M13 1 92.383 -121.034 0 0 0 -4.929 356 2 100.119 -124.115 0 0 0 -3.255 357 9 M13 1 8.998 -41.418 0 0 0 1.411 358 2 16.734 14.143 0 0 0 1.597 359 10 M13 1 -50.445 14.683 -23.857 -0.431 1.739 1.88 360 2 -42.709 38.567 -40.207 -0.431 1.3 1.516 361 11 M13 1 70.719 -99.946 -23.857 -0.431 1.739 -8.693 362 2 78.456 -186.998 -40.207 -0.431 1.3 -6.734 363 12 M13 1 95.789 -121.622 0 0 0 -8.189 364 2 158.389 -192.404 0 0 0 -6.045 365 13 M13 1 138.14 -319.296 0 0 0 -24.961 366 2 225.65 -552.464 0 0 0 -19.01 367 14 M13 1 75.096 -50.182 0 0 0 -2.387 368 2 125.384 -66.298 0 0 0 -1.591 369 15 M13 1 30.696 -106.025 -68.37 -1.188 3.885 -8.593 370 2 48.891 -186.808 -73.574 -1.188 2.916 -6.594 371 16 M13 1 89.321 -307.598 -51.278 -0.891 2.914 -25.264 372 2 143.526 -548.268 -55.181 -0.891 2.187 -19.421 373 17 M13 1 10.003 -34.586 -68.37 -1.188 3.885 -2.79 374 2 15.886 -60.702 -73.574 -1.188 2.916 -2.14 375 1 M14 1 44.125 -162.894 0 0 0 -5.763 376 2 60.457 -232.618 0 0 0 -3.057 377 2 M14 1 176.546 -651.572 0 0 0 -23.143 378 2 243.507 -937.446 0 0 0 -12.274 379 3 M14 1 135.404 -503.447 0 0 0 -19.424 380 2 206.415 -806.613 0 0 0 -10.463 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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] 381 4 M14 1 123.727 -206.492 0 0 0 -6.203 382 2 140.059 -244.888 0 0 0 -3.116 383 5 M14 1 102.602 -269.558 -40.207 -0.443 1.296 -9.682 384 2 118.934 -392.089 -54.435 -0.443 0.646 -5.157 385 6 M14 1 203.142 -562.101 0 0 0 -19.129 386 2 257.446 -770.442 0 0 0 -10.014 387 7 M14 1 187.298 -609.401 -30.155 -0.332 0.972 -21.738 388 2 241.603 -880.842 -40.826 -0.332 0.485 -11.544 389 8 M14 1 101.178 -123.254 0 0 0 -3.255 390 2 109.103 -125.762 0 0 0 -1.552 391 9 M14 1 16.612 14.285 0 0 0 1.597 392 2 24.538 70.534 0 0 0 1.017 393 10 M14 1 -43.038 38.2 -40.207 -0.443 1.296 1.516 394 2 -35.112 62.711 -54.435 -0.443 0.646 0.826 395 11 M14 1 80.053 -186.319 -40.207 -0.443 1.296 -6.734 396 2 87.979 -272.963 -54.435 -0.443 0.646 -3.593 397 12 M14 1 160.03 -191.041 0 0 0 -6.045 398 2 222.651 -260.529 0 0 0 -2.956 399 13 M14 1 230.369 -550.513 0 0 0 -19.01 400 2 319.39 -782.172 0 0 0 -9.894 401 14 M14 1 125.946 -65.222 0 0 0 -1.591 402 2 175.907 -80.66 0 0 0 -0.594 403 15 M14 1 50.488 -186.383 -106.955 -1.309 2.883 -6.594 404 2 69.175 -266.162 -111.684 -1.309 1.388 -3.498 405 16 M14 1 148.212 -547.02 -80.216 -0.982 2.162 -19.421 406 2 204.283 -786.397 -83.763 -0.982 1.041 -10.3 407 17 M14 1 16.404 -60.564 -106.955 -1.309 2.883 -2.14 408 2 22.431 -86.292 -111.684 -1.309 1.388 -1.135 409 1 M15 1 54.443 0 234.099 0 -3.057 0 410 2 68.729 0 303.046 0 0.596 0 411 2 M15 1 219.271 0 943.409 0 -12.274 0 412 2 278.6 0 1229.739 0 2.507 0 413 3 M15 1 185.563 0 811.664 0 -10.463 0 414 2 248.496 0 1115.384 0 2.644 0 415 4 M15 1 133.702 0 248.416 0 -3.116 0 416 2 147.989 0 286.212 0 0.52 0 417 5 M15 1 108.792 -54.435 395.024 -0.426 -5.157 -0.657 418 2 123.078 -66.406 516.478 -0.426 1.043 0.167 419 6 M15 1 237.508 0 776.82 0 -10.014 0 420 2 285.577 0 985.44 0 1.972 0 421 7 M15 1 218.825 -40.826 886.775 -0.319 -11.544 -0.493 422 2 266.894 -49.804 1158.14 -0.319 2.364 0.125 423 8 M15 1 105.827 0 128.532 0 -1.552 0 424 2 112.732 0 130.706 0 0.211 0 425 9 M15 1 26.347 0 -69.879 0 1.017 0 426 2 33.253 0 -126.129 0 -0.316 0 427 10 M15 1 -33.484 -54.435 -63.594 -0.426 0.826 -0.657 428 2 -26.579 -66.406 -88.286 -0.426 -0.207 0.167 429 11 M15 1 80.916 -54.435 275.14 -0.426 -3.593 -0.657 430 2 87.821 -66.406 360.972 -0.426 0.734 0.167 431 12 M15 1 215.864 0 266.18 0 -2.956 0 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.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] 432 2 275.435 0 336.113 0 1.14 0 433 13 M15 1 299.129 0 790.143 0 -9.894 0 434 2 381.162 0 1022.866 0 2.437 0 435 14 M15 1 173.77 0 85.166 0 -0.594 0 436 2 222.246 0 101.548 0 0.676 0 437 15 M15 1 62.293 -145.064 267.856 -1.363 -3.498 -1.402 438 2 78.64 -149.043 346.745 -1.363 0.682 0.598 439 16 M15 1 183.952 -108.798 791.4 -1.022 -10.3 -1.052 440 2 233.565 -111.782 1030.84 -1.022 2.094 0.449 441 17 M15 1 20.2 -145.064 86.842 -1.363 -1.135 -1.402 442 2 25.45 -149.043 112.181 -1.363 0.218 0.598 443 1 M16 1 -8.058 0 -77.48 0 0.584 0 444 2 0 0 0 0 0 0 445 2 M16 1 -33.918 0 -326.139 0 2.459 0 446 2 0 0 0 0 0 0 447 3 M16 1 -35.987 0 -346.032 0 2.609 0 448 2 0 0 0 0 0 0 449 4 M16 1 -33.123 0 -40.338 0 0.285 0 450 2 -25.065 0 2.607 0 0 0 451 5 M16 1 -8.058 10.745 -135.693 0 1.023 0.078 452 2 0 0 0 0 0 0 453 6 M16 1 -46.252 0 -236.118 0 1.766 0 454 2 -18.799 0 1.955 0 0 0 455 7 M16 1 -27.453 8.059 -307.634 0 2.32 0.058 456 2 0 0 0 0 0 0 457 8 M16 1 -28.943 0 -0.146 0 -0.019 0 458 2 -25.065 0 2.607 0 0 0 459 9 M16 1 -28.943 0 64.627 0 -0.507 0 460 2 -25.065 0 2.607 0 0 0 461 10 M16 1 -3.878 10.745 27.032 0 -0.204 0.078 462 2 0 0 0 0 0 0 463 11 M16 1 -3.878 10.745 -95.5 0 0.72 0.078 464 2 0 0 0 0 0 0 465 12 M16 1 -57.099 0 -83.673 0 0.631 0 466 2 0 0 0 0 0 0 467 13 M16 1 -64.234 0 -268.619 0 2.026 0 468 2 0 0 0 0 0 0 469 14 M16 1 -50.828 0 -23.374 0 0.176 0 470 2 0 0 0 0 0 0 471 15 M16 1 -9.22 22.405 -88.653 0 0.668 0.311 472 2 0 18.795 0 0 0 0 473 16 M16 1 -28.325 16.803 -272.354 0 2.054 0.233 474 2 0 14.096 0 0 0 0 475 17 M16 1 -2.949 22.405 -28.353 0 0.214 0.311 476 2 0 18.795 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 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 39 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 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 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 -0.016 -0.001 0 0 0 -1.812e-3 27 2 -0.063 -0.003 0 0 0 -7.26e-3 28 3 -0.046 -0.002 0 0 0 -4.99e-3 29 4 0.323 -0.002 0 0 0 -2.714e-3 30 5 -0.026 -0.001 -0.378 -5.89e-3 7.178e-4 -3.034e-3 31 6 0.203 -0.003 0 0 0 -6.575e-3 32 7 -0.059 -0.003 -0.284 -4.417e-3 5.384e-4 -6.814e-3 33 8 0.331 -0.001 0 0 0 -1.788e-3 34 9 0.307 0 0 0 0 -1.42e-4 35 10 0.004 0 -0.378 -5.89e-3 7.178e-4 4.64e-4 36 11 -0.018 -0.001 -0.378 -5.89e-3 7.178e-4 -2.107e-3 37 12 0.671 -0.001 0 0 0 -2.237e-3 38 13 0.464 -0.003 0 0 0 -6.217e-3 39 14 0.683 0 0 0 0 -8.368e-4 40 15 -0.018 -0.001 -0.813 -1.312e-2 1.611e-3 -2.074e-3 41 16 -0.053 -0.003 -0.61 -9.839e-3 1.208e-3 -6.094e-3 42 17 -0.006 0 -0.813 -1.312e-2 1.611e-3 -6.735e-4 43 18*0.777 -0.001 0 0 0 -2.262e-3 44 19*0.543 -0.003 0 0 0 -6.236e-3 45 20*0.789 0 0 0 0 -8.619e-4 46 21*-0.018 -0.001 -0.938 -1.514e-2 1.859e-3 -2.074e-3 47 22*-0.053 -0.003 -0.704 -1.135e-2 1.394e-3 -6.094e-3 48 23*-0.006 0 -0.938 -1.514e-2 1.859e-3 -6.735e-4 49 24 0.753 0 0 0 0 -5.528e-4 50 25 -0.003 0 -0.893 -1.442e-2 1.77e-3 -3.733e-4 51 1 3 -0.015 0.025 0 0 0 -1.731e-3 52 2 -0.059 0.101 0 0 0 -6.918e-3 53 3 -0.043 0.071 0 0 0 -4.856e-3 54 4 0.324 0.037 0 0 0 -2.516e-3 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 40 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 55 5 -0.025 0.042 -0.37 -5.901e-3 7.124e-4 -2.891e-3 56 6 0.206 0.091 0 0 0 -6.21e-3 57 7 -0.055 0.095 -0.278 -4.426e-3 5.343e-4 -6.491e-3 58 8 0.332 0.024 0 0 0 -1.632e-3 59 9 0.307 0.001 0 0 0 -7.875e-5 60 10 0.004 -0.006 -0.37 -5.901e-3 7.124e-4 4.356e-4 61 11 -0.017 0.029 -0.37 -5.901e-3 7.124e-4 -2.007e-3 62 12 0.672 0.031 0 0 0 -2.131e-3 63 13 0.467 0.087 0 0 0 -5.921e-3 64 14 0.683 0.012 0 0 0 -7.941e-4 65 15 -0.017 0.029 -0.796 -1.316e-2 1.579e-3 -1.981e-3 66 16 -0.049 0.085 -0.597 -9.867e-3 1.184e-3 -5.808e-3 67 17 -0.005 0.009 -0.796 -1.316e-2 1.579e-3 -6.437e-4 68 18*0.778 0.032 0 0 0 -2.154e-3 69 19*0.547 0.087 0 0 0 -5.938e-3 70 20*0.789 0.012 0 0 0 -8.172e-4 71 21*-0.017 0.029 -0.918 -1.518e-2 1.822e-3 -1.981e-3 72 22*-0.049 0.085 -0.688 -1.139e-2 1.367e-3 -5.808e-3 73 23*-0.005 0.009 -0.918 -1.518e-2 1.822e-3 -6.437e-4 74 24 0.754 0.008 0 0 0 -5.218e-4 75 25 -0.003 0.005 -0.874 -1.446e-2 1.735e-3 -3.566e-4 76 1 4 -0.012 -0.001 0 0 0 -1.812e-3 77 2 -0.048 -0.003 0 0 0 -7.261e-3 78 3 -0.036 -0.002 0 0 0 -4.991e-3 79 4 0.328 -0.002 0 0 0 -2.711e-3 80 5 -0.02 -0.001 -0.39 -5.902e-3 7.178e-4 -3.034e-3 81 6 0.216 -0.003 0 0 0 -6.573e-3 82 7 -0.045 -0.003 -0.293 -4.426e-3 5.384e-4 -6.815e-3 83 8 0.334 -0.001 0 0 0 -1.785e-3 84 9 0.307 0 0 0 0 -1.39e-4 85 10 0.003 0 -0.39 -5.902e-3 7.178e-4 4.64e-4 86 11 -0.014 -0.001 -0.39 -5.902e-3 7.178e-4 -2.108e-3 87 12 0.675 -0.001 0 0 0 -2.229e-3 88 13 0.476 -0.003 0 0 0 -6.212e-3 89 14 0.684 0 0 0 0 -8.292e-4 90 15 -0.014 -0.001 -0.84 -1.316e-2 1.611e-3 -2.074e-3 91 16 -0.04 -0.003 -0.63 -9.87e-3 1.208e-3 -6.095e-3 92 17 -0.004 0 -0.84 -1.316e-2 1.611e-3 -6.736e-4 93 18*0.781 -0.001 0 0 0 -2.253e-3 94 19*0.556 -0.003 0 0 0 -6.23e-3 95 20*0.79 0 0 0 0 -8.531e-4 96 21*-0.014 -0.001 -0.969 -1.518e-2 1.859e-3 -2.074e-3 97 22*-0.04 -0.003 -0.727 -1.139e-2 1.394e-3 -6.095e-3 98 23*-0.004 0 -0.969 -1.518e-2 1.859e-3 -6.736e-4 99 24 0.755 0 0 0 0 -5.444e-4 100 25 -0.002 0 -0.923 -1.446e-2 1.77e-3 -3.734e-4 101 1 5 -0.007 -0.024 0 0 0 -1.542e-3 102 2 -0.029 -0.097 0 0 0 -6.183e-3 103 3 -0.022 -0.066 0 0 0 -4.295e-3 104 4 0.336 -0.037 0 0 0 -2.25e-3 105 5 -0.012 -0.041 -0.416 -6.004e-3 6.553e-4 -2.58e-3 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 41 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 106 6 0.234 -0.088 0 0 0 -5.554e-3 107 7 -0.027 -0.092 -0.312 -4.503e-3 4.914e-4 -5.802e-3 108 8 0.339 -0.024 0 0 0 -1.462e-3 109 9 0.308 -0.002 0 0 0 -7.285e-5 110 10 0.002 0.006 -0.416 -6.004e-3 6.553e-4 3.942e-4 111 11 -0.008 -0.028 -0.416 -6.004e-3 6.553e-4 -1.792e-3 112 12 0.681 -0.029 0 0 0 -1.814e-3 113 13 0.493 -0.083 0 0 0 -5.227e-3 114 14 0.687 -0.01 0 0 0 -6.228e-4 115 15 -0.008 -0.028 -0.898 -1.35e-2 1.476e-3 -1.764e-3 116 16 -0.024 -0.082 -0.673 -1.012e-2 1.107e-3 -5.19e-3 117 17 -0.003 -0.009 -0.898 -1.35e-2 1.476e-3 -5.727e-4 118 18*0.787 -0.029 0 0 0 -1.822e-3 119 19*0.573 -0.083 0 0 0 -5.233e-3 120 20*0.793 -0.011 0 0 0 -6.305e-4 121 21*-0.008 -0.028 -1.036 -1.558e-2 1.703e-3 -1.764e-3 122 22*-0.024 -0.082 -0.777 -1.168e-2 1.277e-3 -5.19e-3 123 23*-0.003 -0.009 -1.036 -1.558e-2 1.703e-3 -5.727e-4 124 24 0.756 -0.006 0 0 0 -3.726e-4 125 25 -0.001 -0.005 -0.987 -1.483e-2 1.622e-3 -3.176e-4 126 1 6 -0.003 -0.042 0 0 0 -1.039e-3 127 2 -0.012 -0.168 0 0 0 -4.162e-3 128 3 -0.011 -0.116 0 0 0 -3.056e-3 129 4 0.341 -0.062 0 0 0 -1.4e-3 130 5 -0.005 -0.07 -0.443 -6.052e-3 4.916e-4 -1.733e-3 131 6 0.249 -0.152 0 0 0 -3.652e-3 132 7 -0.011 -0.158 -0.332 -4.539e-3 3.687e-4 -3.902e-3 133 8 0.343 -0.04 0 0 0 -8.686e-4 134 9 0.308 -0.002 0 0 0 4.078e-5 135 10 0.001 0.011 -0.443 -6.052e-3 4.916e-4 2.598e-4 136 11 -0.003 -0.049 -0.443 -6.052e-3 4.916e-4 -1.202e-3 137 12 0.686 -0.05 0 0 0 -1.176e-3 138 13 0.507 -0.143 0 0 0 -3.484e-3 139 14 0.688 -0.017 0 0 0 -3.735e-4 140 15 -0.003 -0.048 -0.958 -1.367e-2 1.105e-3 -1.188e-3 141 16 -0.01 -0.141 -0.718 -1.025e-2 8.291e-4 -3.494e-3 142 17 -0.001 -0.016 -0.958 -1.367e-2 1.105e-3 -3.859e-4 143 18*0.792 -0.05 0 0 0 -1.174e-3 144 19*0.586 -0.143 0 0 0 -3.483e-3 145 20*0.794 -0.017 0 0 0 -3.716e-4 146 21*-0.003 -0.048 -1.105 -1.577e-2 1.276e-3 -1.188e-3 147 22*-0.01 -0.141 -0.829 -1.183e-2 9.566e-4 -3.494e-3 148 23*-0.001 -0.016 -1.105 -1.577e-2 1.276e-3 -3.859e-4 149 24 0.757 -0.01 0 0 0 -2.003e-4 150 25 -0.001 -0.009 -1.052 -1.502e-2 1.215e-3 -2.139e-4 151 1 7 -0.001 -0.052 0 0 0 -4.781e-4 152 2 -0.003 -0.21 0 0 0 -1.914e-3 153 3 -0.003 -0.148 0 0 0 -1.622e-3 154 4 0.344 -0.075 0 0 0 -4.986e-4 155 5 -0.001 -0.088 -0.466 -6.072e-3 2.724e-4 -7.945e-4 156 6 0.257 -0.187 0 0 0 -1.57e-3 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 42 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 157 7 -0.003 -0.197 -0.35 -4.554e-3 2.043e-4 -1.792e-3 158 8 0.345 -0.048 0 0 0 -2.542e-4 159 9 0.308 -0.001 0 0 0 1.349e-4 160 10 0 0.013 -0.466 -6.072e-3 2.724e-4 1.158e-4 161 11 -0.001 -0.061 -0.466 -6.072e-3 2.724e-4 -5.501e-4 162 12 0.689 -0.061 0 0 0 -4.94e-4 163 13 0.515 -0.177 0 0 0 -1.567e-3 164 14 0.689 -0.021 0 0 0 -1.247e-4 165 15 -0.001 -0.06 -1.01 -1.375e-2 6.119e-4 -5.471e-4 166 16 -0.002 -0.176 -0.758 -1.031e-2 4.59e-4 -1.606e-3 167 17 0 -0.019 -1.01 -1.375e-2 6.119e-4 -1.777e-4 168 18*0.795 -0.061 0 0 0 -4.858e-4 169 19*0.594 -0.177 0 0 0 -1.561e-3 170 20*0.795 -0.021 0 0 0 -1.165e-4 171 21*-0.001 -0.06 -1.166 -1.586e-2 7.061e-4 -5.471e-4 172 22*-0.002 -0.176 -0.874 -1.19e-2 5.296e-4 -1.606e-3 173 23*0 -0.019 -1.166 -1.586e-2 7.061e-4 -1.777e-4 174 24 0.757 -0.012 0 0 0 -4.017e-5 175 25 0 -0.011 -1.11 -1.511e-2 6.725e-4 -9.849e-5 176 1 8 0 -0.055 0 0 0 -1.8e-4 177 2 0 -0.221 0 0 0 -7.197e-4 178 3 -0.001 -0.159 0 0 0 -8.199e-4 179 4 0.345 -0.077 0 0 0 -4.827e-5 180 5 0 -0.092 -0.478 -6.076e-3 1.267e-4 -2.982e-4 181 6 0.258 -0.196 0 0 0 -4.86e-4 182 7 0 -0.208 -0.358 -4.557e-3 9.502e-5 -6.734e-4 183 8 0.345 -0.049 0 0 0 4.37e-5 184 9 0.307 0 0 0 0 1.647e-4 185 10 0 0.014 -0.478 -6.076e-3 1.267e-4 4.254e-5 186 11 0 -0.064 -0.478 -6.076e-3 1.267e-4 -2.062e-4 187 12 0.689 -0.064 0 0 0 -1.407e-4 188 13 0.517 -0.186 0 0 0 -5.553e-4 189 14 0.689 -0.021 0 0 0 -1.683e-6 190 15 0 -0.063 -1.037 -1.377e-2 2.842e-4 -2.059e-4 191 16 0 -0.186 -0.778 -1.033e-2 2.132e-4 -6.042e-4 192 17 0 -0.021 -1.037 -1.377e-2 2.842e-4 -6.693e-5 193 18*0.795 -0.064 0 0 0 -1.307e-4 194 19*0.596 -0.186 0 0 0 -5.478e-4 195 20*0.795 -0.021 0 0 0 8.354e-6 196 21*0 -0.063 -1.197 -1.589e-2 3.28e-4 -2.059e-4 197 22*0 -0.186 -0.898 -1.191e-2 2.46e-4 -6.042e-4 198 23*0 -0.021 -1.197 -1.589e-2 3.28e-4 -6.693e-5 199 24 0.757 -0.012 0 0 0 3.462e-5 200 25 0 -0.011 -1.14 -1.513e-2 3.123e-4 -3.708e-5 201 1 9 0 -0.056 0 0 0 0 202 2 0 -0.224 0 0 0 0 203 3 -0.001 -0.164 0 0 0 -3.1e-4 204 4 0.345 -0.076 0 0 0 2.05e-4 205 5 0 -0.094 -0.486 -6.075e-3 0 0 206 6 0.258 -0.198 0 0 0 1.538e-4 207 7 0 -0.211 -0.365 -4.556e-3 0 0 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 43 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 208 8 0.345 -0.048 0 0 0 2.05e-4 209 9 0.307 0.002 0 0 0 1.692e-4 210 10 0 0.014 -0.486 -6.075e-3 0 0 211 11 0 -0.065 -0.486 -6.075e-3 0 0 212 12 0.689 -0.064 0 0 0 6.778e-5 213 13 0.517 -0.188 0 0 0 5.084e-5 214 14 0.689 -0.021 0 0 0 6.778e-5 215 15 0 -0.064 -1.057 -1.377e-2 0 0 216 16 0 -0.188 -0.793 -1.033e-2 0 0 217 17 0 -0.021 -1.057 -1.377e-2 0 0 218 18*0.795 -0.064 0 0 0 7.821e-5 219 19*0.596 -0.188 0 0 0 5.866e-5 220 20*0.795 -0.021 0 0 0 7.821e-5 221 21*0 -0.064 -1.219 -1.589e-2 0 0 222 22*0 -0.188 -0.915 -1.191e-2 0 0 223 23*0 -0.021 -1.219 -1.589e-2 0 0 224 24 0.757 -0.012 0 0 0 7.449e-5 225 25 0 -0.012 -1.161 -1.513e-2 0 0 226 1 10 0 -0.055 0 0 0 1.8e-4 227 2 0 -0.221 0 0 0 7.197e-4 228 3 -0.001 -0.164 0 0 0 2.32e-4 229 4 0.345 -0.074 0 0 0 4.391e-4 230 5 0 -0.092 -0.478 -6.076e-3 -1.267e-4 2.982e-4 231 6 0.259 -0.194 0 0 0 7.791e-4 232 7 0 -0.208 -0.358 -4.557e-3 -9.502e-5 6.734e-4 233 8 0.345 -0.045 0 0 0 3.471e-4 234 9 0.307 0.003 0 0 0 1.578e-4 235 10 0 0.014 -0.478 -6.076e-3 -1.267e-4 -4.254e-5 236 11 0 -0.064 -0.478 -6.076e-3 -1.267e-4 2.062e-4 237 12 0.689 -0.063 0 0 0 2.712e-4 238 13 0.517 -0.185 0 0 0 6.532e-4 239 14 0.689 -0.02 0 0 0 1.322e-4 240 15 0 -0.063 -1.037 -1.377e-2 -2.842e-4 2.059e-4 241 16 0 -0.186 -0.778 -1.033e-2 -2.132e-4 6.042e-4 242 17 0 -0.021 -1.037 -1.377e-2 -2.842e-4 6.693e-5 243 18*0.795 -0.063 0 0 0 2.812e-4 244 19*0.597 -0.185 0 0 0 6.607e-4 245 20*0.795 -0.02 0 0 0 1.422e-4 246 21*0 -0.063 -1.197 -1.589e-2 -3.28e-4 2.059e-4 247 22*0 -0.186 -0.898 -1.191e-2 -2.46e-4 6.042e-4 248 23*0 -0.021 -1.197 -1.589e-2 -3.28e-4 6.693e-5 249 24 0.757 -0.011 0 0 0 1.088e-4 250 25 0 -0.011 -1.14 -1.513e-2 -3.123e-4 3.708e-5 251 1 11 0.001 -0.052 0 0 0 4.781e-4 252 2 0.003 -0.21 0 0 0 1.914e-3 253 3 0 -0.158 0 0 0 1.175e-3 254 4 0.346 -0.068 0 0 0 7.989e-4 255 5 0.001 -0.088 -0.466 -6.072e-3 -2.724e-4 7.945e-4 256 6 0.261 -0.182 0 0 0 1.795e-3 257 7 0.003 -0.197 -0.35 -4.554e-3 -2.043e-4 1.792e-3 258 8 0.346 -0.041 0 0 0 5.546e-4 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 44 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 259 9 0.308 0.004 0 0 0 1.13e-4 260 10 0 0.013 -0.466 -6.072e-3 -2.724e-4 -1.158e-4 261 11 0.001 -0.061 -0.466 -6.072e-3 -2.724e-4 5.501e-4 262 12 0.69 -0.059 0 0 0 6.001e-4 263 13 0.519 -0.175 0 0 0 1.646e-3 264 14 0.69 -0.018 0 0 0 2.308e-4 265 15 0.001 -0.06 -1.01 -1.375e-2 -6.119e-4 5.471e-4 266 16 0.002 -0.176 -0.758 -1.031e-2 -4.59e-4 1.606e-3 267 17 0 -0.019 -1.01 -1.375e-2 -6.119e-4 1.777e-4 268 18*0.796 -0.059 0 0 0 6.083e-4 269 19*0.599 -0.175 0 0 0 1.652e-3 270 20*0.796 -0.018 0 0 0 2.39e-4 271 21*0.001 -0.06 -1.166 -1.586e-2 -7.061e-4 5.471e-4 272 22*0.002 -0.176 -0.874 -1.19e-2 -5.296e-4 1.606e-3 273 23*0 -0.019 -1.166 -1.586e-2 -7.061e-4 1.777e-4 274 24 0.758 -0.01 0 0 0 1.568e-4 275 25 0 -0.011 -1.11 -1.511e-2 -6.725e-4 9.849e-5 276 1 12 0.003 -0.042 0 0 0 1.039e-3 277 2 0.012 -0.168 0 0 0 4.162e-3 278 3 0.007 -0.13 0 0 0 3.025e-3 279 4 0.35 -0.053 0 0 0 1.427e-3 280 5 0.005 -0.07 -0.443 -6.052e-3 -4.916e-4 1.733e-3 281 6 0.27 -0.145 0 0 0 3.673e-3 282 7 0.011 -0.158 -0.332 -4.539e-3 -3.687e-4 3.902e-3 283 8 0.348 -0.031 0 0 0 8.963e-4 284 9 0.308 0.005 0 0 0 -1.779e-5 285 10 -0.001 0.011 -0.443 -6.052e-3 -4.916e-4 -2.598e-4 286 11 0.003 -0.049 -0.443 -6.052e-3 -4.916e-4 1.202e-3 287 12 0.693 -0.047 0 0 0 1.201e-3 288 13 0.527 -0.14 0 0 0 3.503e-3 289 14 0.691 -0.014 0 0 0 3.983e-4 290 15 0.003 -0.048 -0.958 -1.367e-2 -1.105e-3 1.188e-3 291 16 0.01 -0.141 -0.718 -1.025e-2 -8.291e-4 3.494e-3 292 17 0.001 -0.016 -0.958 -1.367e-2 -1.105e-3 3.859e-4 293 18*0.799 -0.046 0 0 0 1.203e-3 294 19*0.607 -0.14 0 0 0 3.504e-3 295 20*0.797 -0.014 0 0 0 4.002e-4 296 21*0.003 -0.048 -1.105 -1.577e-2 -1.276e-3 1.188e-3 297 22*0.01 -0.141 -0.829 -1.183e-2 -9.566e-4 3.494e-3 298 23*0.001 -0.016 -1.105 -1.577e-2 -1.276e-3 3.859e-4 299 24 0.758 -0.007 0 0 0 2.276e-4 300 25 0.001 -0.009 -1.052 -1.502e-2 -1.215e-3 2.139e-4 301 1 13 0.007 -0.024 0 0 0 1.542e-3 302 2 0.029 -0.097 0 0 0 6.183e-3 303 3 0.019 -0.076 0 0 0 4.739e-3 304 4 0.355 -0.03 0 0 0 1.954e-3 305 5 0.012 -0.041 -0.416 -6.004e-3 -6.553e-4 2.58e-3 306 6 0.284 -0.083 0 0 0 5.332e-3 307 7 0.027 -0.092 -0.312 -4.503e-3 -4.914e-4 5.802e-3 308 8 0.351 -0.017 0 0 0 1.166e-3 309 9 0.307 0.004 0 0 0 -1.715e-4 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 45 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 310 10 -0.002 0.006 -0.416 -6.004e-3 -6.553e-4 -3.942e-4 311 11 0.008 -0.028 -0.416 -6.004e-3 -6.553e-4 1.792e-3 312 12 0.697 -0.027 0 0 0 1.714e-3 313 13 0.541 -0.081 0 0 0 5.152e-3 314 14 0.692 -0.008 0 0 0 5.227e-4 315 15 0.008 -0.028 -0.898 -1.35e-2 -1.476e-3 1.764e-3 316 16 0.024 -0.082 -0.673 -1.012e-2 -1.107e-3 5.19e-3 317 17 0.003 -0.009 -0.898 -1.35e-2 -1.476e-3 5.727e-4 318 18*0.803 -0.026 0 0 0 1.706e-3 319 19*0.62 -0.081 0 0 0 5.146e-3 320 20*0.798 -0.008 0 0 0 5.15e-4 321 21*0.008 -0.028 -1.036 -1.558e-2 -1.703e-3 1.764e-3 322 22*0.024 -0.082 -0.777 -1.168e-2 -1.277e-3 5.19e-3 323 23*0.003 -0.009 -1.036 -1.558e-2 -1.703e-3 5.727e-4 324 24 0.759 -0.004 0 0 0 2.626e-4 325 25 0.001 -0.005 -0.987 -1.483e-2 -1.622e-3 3.176e-4 326 1 14 0.012 -0.001 0 0 0 1.812e-3 327 2 0.048 -0.003 0 0 0 7.261e-3 328 3 0.034 -0.003 0 0 0 5.619e-3 329 4 0.361 -0.001 0 0 0 2.232e-3 330 5 0.02 -0.001 -0.39 -5.902e-3 -7.178e-4 3.034e-3 331 6 0.301 -0.003 0 0 0 6.213e-3 332 7 0.045 -0.003 -0.293 -4.426e-3 -5.384e-4 6.815e-3 333 8 0.355 0 0 0 0 1.305e-3 334 9 0.307 0 0 0 0 -2.572e-4 335 10 -0.003 0 -0.39 -5.902e-3 -7.178e-4 -4.64e-4 336 11 0.014 -0.001 -0.39 -5.902e-3 -7.178e-4 2.108e-3 337 12 0.703 -0.001 0 0 0 1.918e-3 338 13 0.557 -0.003 0 0 0 5.978e-3 339 14 0.693 0 0 0 0 5.18e-4 340 15 0.014 -0.001 -0.84 -1.316e-2 -1.611e-3 2.074e-3 341 16 0.04 -0.003 -0.63 -9.87e-3 -1.208e-3 6.095e-3 342 17 0.004 0 -0.84 -1.316e-2 -1.611e-3 6.736e-4 343 18*0.809 -0.001 0 0 0 1.894e-3 344 19*0.636 -0.003 0 0 0 5.96e-3 345 20*0.799 0 0 0 0 4.94e-4 346 21*0.014 -0.001 -0.969 -1.518e-2 -1.859e-3 2.074e-3 347 22*0.04 -0.003 -0.727 -1.139e-2 -1.394e-3 6.095e-3 348 23*0.004 0 -0.969 -1.518e-2 -1.859e-3 6.736e-4 349 24 0.76 0 0 0 0 2.024e-4 350 25 0.002 0 -0.923 -1.446e-2 -1.77e-3 3.734e-4 351 1 15 0.015 0.025 0 0 0 1.731e-3 352 2 0.059 0.101 0 0 0 6.918e-3 353 3 0.043 0.077 0 0 0 5.255e-3 354 4 0.364 0.032 0 0 0 2.195e-3 355 5 0.025 0.042 -0.37 -5.901e-3 -7.124e-4 2.891e-3 356 6 0.31 0.088 0 0 0 5.969e-3 357 7 0.055 0.095 -0.278 -4.426e-3 -5.343e-4 6.491e-3 358 8 0.357 0.019 0 0 0 1.311e-3 359 9 0.306 -0.003 0 0 0 -1.837e-4 360 10 -0.004 -0.006 -0.37 -5.901e-3 -7.124e-4 -4.356e-4 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 46 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 361 11 0.017 0.029 -0.37 -5.901e-3 -7.124e-4 2.007e-3 362 12 0.706 0.027 0 0 0 1.83e-3 363 13 0.566 0.083 0 0 0 5.695e-3 364 14 0.694 0.007 0 0 0 4.934e-4 365 15 0.017 0.029 -0.796 -1.316e-2 -1.579e-3 1.981e-3 366 16 0.049 0.085 -0.597 -9.867e-3 -1.184e-3 5.808e-3 367 17 0.005 0.009 -0.796 -1.316e-2 -1.579e-3 6.437e-4 368 18*0.811 0.026 0 0 0 1.807e-3 369 19*0.645 0.083 0 0 0 5.678e-3 370 20*0.8 0.007 0 0 0 4.702e-4 371 21*0.017 0.029 -0.918 -1.518e-2 -1.822e-3 1.981e-3 372 22*0.049 0.085 -0.688 -1.139e-2 -1.367e-3 5.808e-3 373 23*0.005 0.009 -0.918 -1.518e-2 -1.822e-3 6.437e-4 374 24 0.76 0.003 0 0 0 1.913e-4 375 25 0.003 0.005 -0.874 -1.446e-2 -1.735e-3 3.566e-4 376 1 16 0.016 -0.001 0 0 0 1.812e-3 377 2 0.063 -0.003 0 0 0 7.26e-3 378 3 0.046 -0.003 0 0 0 5.618e-3 379 4 0.365 -0.001 0 0 0 2.228e-3 380 5 0.026 -0.001 -0.378 -5.89e-3 -7.178e-4 3.034e-3 381 6 0.313 -0.003 0 0 0 6.21e-3 382 7 0.059 -0.003 -0.284 -4.417e-3 -5.384e-4 6.814e-3 383 8 0.357 0 0 0 0 1.302e-3 384 9 0.306 0 0 0 0 -2.602e-4 385 10 -0.004 0 -0.378 -5.89e-3 -7.178e-4 -4.64e-4 386 11 0.018 -0.001 -0.378 -5.89e-3 -7.178e-4 2.107e-3 387 12 0.706 -0.001 0 0 0 1.91e-3 388 13 0.569 -0.003 0 0 0 5.972e-3 389 14 0.694 0 0 0 0 5.102e-4 390 15 0.018 -0.001 -0.813 -1.312e-2 -1.611e-3 2.074e-3 391 16 0.053 -0.003 -0.61 -9.839e-3 -1.208e-3 6.094e-3 392 17 0.006 0 -0.813 -1.312e-2 -1.611e-3 6.735e-4 393 18*0.812 -0.001 0 0 0 1.885e-3 394 19*0.649 -0.003 0 0 0 5.953e-3 395 20*0.8 0 0 0 0 4.851e-4 396 21*0.018 -0.001 -0.938 -1.514e-2 -1.859e-3 2.074e-3 397 22*0.053 -0.003 -0.704 -1.135e-2 -1.394e-3 6.094e-3 398 23*0.006 0 -0.938 -1.514e-2 -1.859e-3 6.735e-4 399 24 0.76 0 0 0 0 1.939e-4 400 25 0.003 0 -0.893 -1.442e-2 -1.77e-3 3.733e-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 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 47 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 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 0 416 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 -0.056 0 0 0 0 427 2 0 -0.224 0 0 0 0 428 3 0.001 -0.164 0 0 0 -3.1e-4 429 4 0.344 -0.076 0 0 0 2.041e-4 430 5 0 -0.094 -0.514 -6.075e-3 0 0 431 6 0.258 -0.198 0 0 0 1.531e-4 432 7 0 -0.211 -0.386 -4.556e-3 0 0 433 8 0.344 -0.048 0 0 0 2.041e-4 434 9 0.306 0.002 0 0 0 1.685e-4 435 10 0 0.014 -0.514 -6.075e-3 0 0 436 11 0 -0.065 -0.514 -6.075e-3 0 0 437 12 0.689 -0.064 0 0 0 6.775e-5 438 13 0.517 -0.188 0 0 0 5.081e-5 439 14 0.689 -0.021 0 0 0 6.775e-5 440 15 0 -0.064 -1.12 -1.377e-2 0 0 441 16 0 -0.188 -0.84 -1.033e-2 0 0 442 17 0 -0.021 -1.12 -1.377e-2 0 0 443 18*0.795 -0.064 0 0 0 7.817e-5 444 19*0.596 -0.188 0 0 0 5.863e-5 445 20*0.795 -0.021 0 0 0 7.817e-5 446 21*0 -0.064 -1.292 -1.589e-2 0 0 447 22*0 -0.188 -0.969 -1.192e-2 0 0 448 23*0 -0.021 -1.292 -1.589e-2 0 0 449 24 0.757 -0.012 0 0 0 7.445e-5 450 25 0 -0.012 -1.23 -1.513e-2 0 0 451 1 19 -0.008 -0.001 0 0 0 -1.812e-3 452 2 -0.032 -0.003 0 0 0 -7.261e-3 453 3 -0.025 -0.002 0 0 0 -4.991e-3 454 4 0.334 -0.002 0 0 0 -2.711e-3 455 5 -0.013 -0.001 -0.403 -5.902e-3 7.178e-4 -3.034e-3 456 6 0.231 -0.003 0 0 0 -6.573e-3 457 7 -0.03 -0.003 -0.302 -4.426e-3 5.384e-4 -6.815e-3 458 8 0.338 -0.001 0 0 0 -1.785e-3 459 9 0.308 0 0 0 0 -1.39e-4 460 10 0.002 0 -0.403 -5.902e-3 7.178e-4 4.64e-4 461 11 -0.009 -0.001 -0.403 -5.902e-3 7.178e-4 -2.108e-3 462 12 0.68 -0.001 0 0 0 -2.229e-3 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 48 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 463 13 0.49 -0.003 0 0 0 -6.212e-3 464 14 0.686 0 0 0 0 -8.292e-4 465 15 -0.009 -0.001 -0.869 -1.316e-2 1.611e-3 -2.074e-3 466 16 -0.027 -0.003 -0.652 -9.87e-3 1.208e-3 -6.095e-3 467 17 -0.003 0 -0.869 -1.316e-2 1.611e-3 -6.736e-4 468 18*0.786 -0.001 0 0 0 -2.253e-3 469 19*0.57 -0.003 0 0 0 -6.23e-3 470 20*0.792 0 0 0 0 -8.531e-4 471 21*-0.009 -0.001 -1.002 -1.519e-2 1.859e-3 -2.074e-3 472 22*-0.027 -0.003 -0.752 -1.139e-2 1.394e-3 -6.095e-3 473 23*-0.003 0 -1.002 -1.519e-2 1.859e-3 -6.736e-4 474 24 0.756 0 0 0 0 -5.444e-4 475 25 -0.002 0 -0.955 -1.446e-2 1.77e-3 -3.734e-4 476 1 20 -0.003 -0.024 0 0 0 -1.542e-3 477 2 -0.012 -0.097 0 0 0 -6.183e-3 478 3 -0.011 -0.066 0 0 0 -4.295e-3 479 4 0.342 -0.037 0 0 0 -2.25e-3 480 5 -0.005 -0.041 -0.433 -6.004e-3 6.553e-4 -2.58e-3 481 6 0.249 -0.088 0 0 0 -5.554e-3 482 7 -0.011 -0.092 -0.324 -4.503e-3 4.914e-4 -5.802e-3 483 8 0.343 -0.024 0 0 0 -1.462e-3 484 9 0.308 -0.002 0 0 0 -7.285e-5 485 10 0.001 0.006 -0.433 -6.004e-3 6.553e-4 3.942e-4 486 11 -0.003 -0.028 -0.433 -6.004e-3 6.553e-4 -1.792e-3 487 12 0.686 -0.029 0 0 0 -1.814e-3 488 13 0.507 -0.083 0 0 0 -5.227e-3 489 14 0.688 -0.01 0 0 0 -6.228e-4 490 15 -0.003 -0.028 -0.935 -1.35e-2 1.476e-3 -1.764e-3 491 16 -0.01 -0.082 -0.701 -1.012e-2 1.107e-3 -5.19e-3 492 17 -0.001 -0.009 -0.935 -1.35e-2 1.476e-3 -5.727e-4 493 18*0.792 -0.029 0 0 0 -1.822e-3 494 19*0.587 -0.083 0 0 0 -5.233e-3 495 20*0.794 -0.011 0 0 0 -6.305e-4 496 21*-0.003 -0.028 -1.079 -1.558e-2 1.703e-3 -1.764e-3 497 22*-0.01 -0.082 -0.809 -1.168e-2 1.277e-3 -5.19e-3 498 23*-0.001 -0.009 -1.079 -1.558e-2 1.703e-3 -5.727e-4 499 24 0.757 -0.006 0 0 0 -3.726e-4 500 25 -0.001 -0.005 -1.027 -1.484e-2 1.622e-3 -3.176e-4 501 1 21 0 -0.042 0 0 0 -1.039e-3 502 2 0 -0.168 0 0 0 -4.162e-3 503 3 -0.002 -0.116 0 0 0 -3.056e-3 504 4 0.346 -0.062 0 0 0 -1.4e-3 505 5 0 -0.07 -0.461 -6.052e-3 4.916e-4 -1.733e-3 506 6 0.259 -0.152 0 0 0 -3.652e-3 507 7 0 -0.158 -0.345 -4.539e-3 3.687e-4 -3.902e-3 508 8 0.346 -0.04 0 0 0 -8.686e-4 509 9 0.308 -0.002 0 0 0 4.078e-5 510 10 0 0.011 -0.461 -6.052e-3 4.916e-4 2.598e-4 511 11 0 -0.049 -0.461 -6.052e-3 4.916e-4 -1.202e-3 512 12 0.689 -0.05 0 0 0 -1.176e-3 513 13 0.517 -0.143 0 0 0 -3.484e-3 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 49 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 514 14 0.689 -0.017 0 0 0 -3.735e-4 515 15 0 -0.048 -0.998 -1.367e-2 1.105e-3 -1.188e-3 516 16 0 -0.141 -0.749 -1.025e-2 8.291e-4 -3.494e-3 517 17 0 -0.016 -0.998 -1.367e-2 1.105e-3 -3.859e-4 518 18*0.796 -0.05 0 0 0 -1.174e-3 519 19*0.597 -0.143 0 0 0 -3.483e-3 520 20*0.795 -0.017 0 0 0 -3.716e-4 521 21*0 -0.048 -1.152 -1.577e-2 1.276e-3 -1.188e-3 522 22*0 -0.141 -0.864 -1.183e-2 9.566e-4 -3.494e-3 523 23*0 -0.016 -1.152 -1.577e-2 1.276e-3 -3.859e-4 524 24 0.758 -0.01 0 0 0 -2.003e-4 525 25 0 -0.009 -1.097 -1.502e-2 1.215e-3 -2.139e-4 526 1 22 0.001 -0.052 0 0 0 -4.781e-4 527 2 0.004 -0.21 0 0 0 -1.914e-3 528 3 0.002 -0.148 0 0 0 -1.622e-3 529 4 0.346 -0.075 0 0 0 -4.986e-4 530 5 0.002 -0.088 -0.486 -6.072e-3 2.724e-4 -7.945e-4 531 6 0.262 -0.187 0 0 0 -1.57e-3 532 7 0.003 -0.197 -0.365 -4.554e-3 2.043e-4 -1.792e-3 533 8 0.345 -0.048 0 0 0 -2.542e-4 534 9 0.307 -0.001 0 0 0 1.349e-4 535 10 0 0.013 -0.486 -6.072e-3 2.724e-4 1.158e-4 536 11 0.001 -0.061 -0.486 -6.072e-3 2.724e-4 -5.501e-4 537 12 0.69 -0.061 0 0 0 -4.94e-4 538 13 0.52 -0.177 0 0 0 -1.567e-3 539 14 0.689 -0.021 0 0 0 -1.247e-4 540 15 0.001 -0.06 -1.056 -1.375e-2 6.119e-4 -5.471e-4 541 16 0.003 -0.176 -0.792 -1.031e-2 4.59e-4 -1.606e-3 542 17 0 -0.019 -1.056 -1.375e-2 6.119e-4 -1.777e-4 543 18*0.796 -0.061 0 0 0 -4.858e-4 544 19*0.599 -0.177 0 0 0 -1.561e-3 545 20*0.795 -0.021 0 0 0 -1.165e-4 546 21*0.001 -0.06 -1.218 -1.587e-2 7.061e-4 -5.471e-4 547 22*0.003 -0.176 -0.914 -1.19e-2 5.296e-4 -1.606e-3 548 23*0 -0.019 -1.218 -1.587e-2 7.061e-4 -1.777e-4 549 24 0.757 -0.012 0 0 0 -4.017e-5 550 25 0 -0.011 -1.16 -1.511e-2 6.725e-4 -9.849e-5 551 1 23 0.001 -0.055 0 0 0 -1.8e-4 552 2 0.002 -0.221 0 0 0 -7.197e-4 553 3 0.002 -0.159 0 0 0 -8.199e-4 554 4 0.345 -0.077 0 0 0 -4.827e-5 555 5 0.001 -0.092 -0.501 -6.076e-3 1.267e-4 -2.982e-4 556 6 0.26 -0.196 0 0 0 -4.86e-4 557 7 0.002 -0.208 -0.376 -4.557e-3 9.502e-5 -6.734e-4 558 8 0.345 -0.049 0 0 0 4.37e-5 559 9 0.307 0 0 0 0 1.647e-4 560 10 0 0.014 -0.501 -6.076e-3 1.267e-4 4.254e-5 561 11 0.001 -0.064 -0.501 -6.076e-3 1.267e-4 -2.062e-4 562 12 0.69 -0.064 0 0 0 -1.407e-4 563 13 0.519 -0.186 0 0 0 -5.553e-4 564 14 0.689 -0.021 0 0 0 -1.683e-6 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 50 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 565 15 0.001 -0.063 -1.089 -1.377e-2 2.842e-4 -2.059e-4 566 16 0.002 -0.186 -0.817 -1.033e-2 2.132e-4 -6.042e-4 567 17 0 -0.021 -1.089 -1.377e-2 2.842e-4 -6.693e-5 568 18*0.796 -0.064 0 0 0 -1.307e-4 569 19*0.598 -0.186 0 0 0 -5.478e-4 570 20*0.795 -0.021 0 0 0 8.354e-6 571 21*0.001 -0.063 -1.257 -1.589e-2 3.28e-4 -2.059e-4 572 22*0.002 -0.186 -0.942 -1.192e-2 2.46e-4 -6.042e-4 573 23*0 -0.021 -1.257 -1.589e-2 3.28e-4 -6.693e-5 574 24 0.757 -0.012 0 0 0 3.462e-5 575 25 0 -0.011 -1.197 -1.513e-2 3.123e-4 -3.708e-5 576 1 24 -0.001 -0.055 0 0 0 1.8e-4 577 2 -0.002 -0.221 0 0 0 7.197e-4 578 3 -0.002 -0.164 0 0 0 2.32e-4 579 4 0.343 -0.074 0 0 0 4.391e-4 580 5 -0.001 -0.092 -0.501 -6.076e-3 -1.267e-4 2.982e-4 581 6 0.256 -0.194 0 0 0 7.791e-4 582 7 -0.002 -0.208 -0.376 -4.557e-3 -9.502e-5 6.734e-4 583 8 0.344 -0.045 0 0 0 3.471e-4 584 9 0.307 0.003 0 0 0 1.578e-4 585 10 0 0.014 -0.501 -6.076e-3 -1.267e-4 -4.254e-5 586 11 -0.001 -0.064 -0.501 -6.076e-3 -1.267e-4 2.062e-4 587 12 0.688 -0.063 0 0 0 2.712e-4 588 13 0.515 -0.185 0 0 0 6.532e-4 589 14 0.689 -0.02 0 0 0 1.322e-4 590 15 -0.001 -0.063 -1.089 -1.377e-2 -2.842e-4 2.059e-4 591 16 -0.002 -0.186 -0.817 -1.033e-2 -2.132e-4 6.042e-4 592 17 0 -0.021 -1.089 -1.377e-2 -2.842e-4 6.693e-5 593 18*0.794 -0.063 0 0 0 2.812e-4 594 19*0.594 -0.185 0 0 0 6.607e-4 595 20*0.795 -0.02 0 0 0 1.422e-4 596 21*-0.001 -0.063 -1.257 -1.589e-2 -3.28e-4 2.059e-4 597 22*-0.002 -0.186 -0.942 -1.192e-2 -2.46e-4 6.042e-4 598 23*0 -0.021 -1.257 -1.589e-2 -3.28e-4 6.693e-5 599 24 0.757 -0.011 0 0 0 1.088e-4 600 25 0 -0.011 -1.197 -1.513e-2 -3.123e-4 3.708e-5 601 1 25 -0.001 -0.052 0 0 0 4.781e-4 602 2 -0.004 -0.21 0 0 0 1.914e-3 603 3 -0.003 -0.158 0 0 0 1.175e-3 604 4 0.343 -0.068 0 0 0 7.989e-4 605 5 -0.002 -0.088 -0.486 -6.072e-3 -2.724e-4 7.945e-4 606 6 0.255 -0.182 0 0 0 1.795e-3 607 7 -0.003 -0.197 -0.365 -4.554e-3 -2.043e-4 1.792e-3 608 8 0.344 -0.041 0 0 0 5.546e-4 609 9 0.307 0.004 0 0 0 1.13e-4 610 10 0 0.013 -0.486 -6.072e-3 -2.724e-4 -1.158e-4 611 11 -0.001 -0.061 -0.486 -6.072e-3 -2.724e-4 5.501e-4 612 12 0.688 -0.059 0 0 0 6.001e-4 613 13 0.514 -0.175 0 0 0 1.646e-3 614 14 0.689 -0.018 0 0 0 2.308e-4 615 15 -0.001 -0.06 -1.056 -1.375e-2 -6.119e-4 5.471e-4 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 51 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 616 16 -0.003 -0.176 -0.792 -1.031e-2 -4.59e-4 1.606e-3 617 17 0 -0.019 -1.056 -1.375e-2 -6.119e-4 1.777e-4 618 18*0.794 -0.059 0 0 0 6.083e-4 619 19*0.593 -0.175 0 0 0 1.652e-3 620 20*0.795 -0.018 0 0 0 2.39e-4 621 21*-0.001 -0.06 -1.218 -1.587e-2 -7.061e-4 5.471e-4 622 22*-0.003 -0.176 -0.914 -1.19e-2 -5.296e-4 1.606e-3 623 23*0 -0.019 -1.218 -1.587e-2 -7.061e-4 1.777e-4 624 24 0.757 -0.01 0 0 0 1.568e-4 625 25 0 -0.011 -1.16 -1.511e-2 -6.725e-4 9.849e-5 626 1 26 0 -0.042 0 0 0 1.039e-3 627 2 0 -0.168 0 0 0 4.162e-3 628 3 -0.002 -0.13 0 0 0 3.025e-3 629 4 0.345 -0.053 0 0 0 1.427e-3 630 5 0 -0.07 -0.461 -6.052e-3 -4.916e-4 1.733e-3 631 6 0.259 -0.145 0 0 0 3.673e-3 632 7 0 -0.158 -0.345 -4.539e-3 -3.687e-4 3.902e-3 633 8 0.345 -0.031 0 0 0 8.963e-4 634 9 0.308 0.005 0 0 0 -1.779e-5 635 10 0 0.011 -0.461 -6.052e-3 -4.916e-4 -2.598e-4 636 11 0 -0.049 -0.461 -6.052e-3 -4.916e-4 1.202e-3 637 12 0.689 -0.047 0 0 0 1.201e-3 638 13 0.517 -0.14 0 0 0 3.503e-3 639 14 0.689 -0.014 0 0 0 3.983e-4 640 15 0 -0.048 -0.998 -1.367e-2 -1.105e-3 1.188e-3 641 16 0 -0.141 -0.749 -1.025e-2 -8.291e-4 3.494e-3 642 17 0 -0.016 -0.998 -1.367e-2 -1.105e-3 3.859e-4 643 18*0.795 -0.046 0 0 0 1.203e-3 644 19*0.596 -0.14 0 0 0 3.504e-3 645 20*0.795 -0.014 0 0 0 4.002e-4 646 21*0 -0.048 -1.152 -1.577e-2 -1.276e-3 1.188e-3 647 22*0 -0.141 -0.864 -1.183e-2 -9.566e-4 3.494e-3 648 23*0 -0.016 -1.152 -1.577e-2 -1.276e-3 3.859e-4 649 24 0.758 -0.007 0 0 0 2.276e-4 650 25 0 -0.009 -1.097 -1.502e-2 -1.215e-3 2.139e-4 651 1 27 0.003 -0.024 0 0 0 1.542e-3 652 2 0.012 -0.097 0 0 0 6.183e-3 653 3 0.006 -0.076 0 0 0 4.739e-3 654 4 0.349 -0.03 0 0 0 1.954e-3 655 5 0.005 -0.041 -0.433 -6.004e-3 -6.553e-4 2.58e-3 656 6 0.269 -0.083 0 0 0 5.332e-3 657 7 0.011 -0.092 -0.324 -4.503e-3 -4.914e-4 5.802e-3 658 8 0.348 -0.017 0 0 0 1.166e-3 659 9 0.308 0.004 0 0 0 -1.715e-4 660 10 -0.001 0.006 -0.433 -6.004e-3 -6.553e-4 -3.942e-4 661 11 0.003 -0.028 -0.433 -6.004e-3 -6.553e-4 1.792e-3 662 12 0.693 -0.027 0 0 0 1.714e-3 663 13 0.527 -0.081 0 0 0 5.152e-3 664 14 0.69 -0.008 0 0 0 5.227e-4 665 15 0.003 -0.028 -0.935 -1.35e-2 -1.476e-3 1.764e-3 666 16 0.01 -0.082 -0.701 -1.012e-2 -1.107e-3 5.19e-3 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 52 Node Displacements (Continued) LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 667 17 0.001 -0.009 -0.935 -1.35e-2 -1.476e-3 5.727e-4 668 18*0.799 -0.026 0 0 0 1.706e-3 669 19*0.606 -0.081 0 0 0 5.146e-3 670 20*0.797 -0.008 0 0 0 5.15e-4 671 21*0.003 -0.028 -1.079 -1.558e-2 -1.703e-3 1.764e-3 672 22*0.01 -0.082 -0.809 -1.168e-2 -1.277e-3 5.19e-3 673 23*0.001 -0.009 -1.079 -1.558e-2 -1.703e-3 5.727e-4 674 24 0.758 -0.004 0 0 0 2.626e-4 675 25 0.001 -0.005 -1.027 -1.484e-2 -1.622e-3 3.176e-4 676 1 28 0.008 -0.001 0 0 0 1.812e-3 677 2 0.032 -0.003 0 0 0 7.261e-3 678 3 0.022 -0.003 0 0 0 5.619e-3 679 4 0.356 -0.001 0 0 0 2.232e-3 680 5 0.013 -0.001 -0.403 -5.902e-3 -7.178e-4 3.034e-3 681 6 0.287 -0.003 0 0 0 6.213e-3 682 7 0.03 -0.003 -0.302 -4.426e-3 -5.384e-4 6.815e-3 683 8 0.352 0 0 0 0 1.305e-3 684 9 0.307 0 0 0 0 -2.572e-4 685 10 -0.002 0 -0.403 -5.902e-3 -7.178e-4 -4.64e-4 686 11 0.009 -0.001 -0.403 -5.902e-3 -7.178e-4 2.108e-3 687 12 0.698 -0.001 0 0 0 1.918e-3 688 13 0.544 -0.003 0 0 0 5.978e-3 689 14 0.692 0 0 0 0 5.18e-4 690 15 0.009 -0.001 -0.869 -1.316e-2 -1.611e-3 2.074e-3 691 16 0.027 -0.003 -0.652 -9.87e-3 -1.208e-3 6.095e-3 692 17 0.003 0 -0.869 -1.316e-2 -1.611e-3 6.736e-4 693 18*0.804 -0.001 0 0 0 1.894e-3 694 19*0.623 -0.003 0 0 0 5.96e-3 695 20*0.798 0 0 0 0 4.94e-4 696 21*0.009 -0.001 -1.002 -1.519e-2 -1.859e-3 2.074e-3 697 22*0.027 -0.003 -0.752 -1.139e-2 -1.394e-3 6.095e-3 698 23*0.003 0 -1.002 -1.519e-2 -1.859e-3 6.736e-4 699 24 0.759 0 0 0 0 2.024e-4 700 25 0.002 0 -0.955 -1.446e-2 -1.77e-3 3.734e-4 Company Designer Job Number Model Name : : : : EEC TJE 15471 R LW-G1220-03 Checked By : __________ 2/26/2025 5:11:01 PM RISA-3D Version 22 [ 15471 R LW-G1220-03.r3d ] Page 53 Sheet 54 IBC Equation 18-2&3 of Foundation Design 15471 R TJE 02/26/25 input--» P 290 HORZ FORCE (lb) input--» h 7.4138 hgt above ground (ft) 2150 #-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 3.575 Depth (ft) 3.575 = Min. Calc. Depth S3 357= Allow Lateral Pressure (DEPTH*pp) Min. = 3.57 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 3.8333 (ft.) ok > min. input--» (R or S)? r R<>S (Round or Square)PIER 1806 fgt wgt Round Pier input--» V(dl+ll) 1650 (lbs.) Vertical Force --------- R(tl+fgt)= 3456 R(tl+fgt-soil)= 2192 R/(B*B*π/4)=698 PSF input--» V((0.6)dl-wl) -150 ok [(0.6)DL+WL < 0.6*(ftg. wt.)] Sheet 55 with sesimic overstrength loads IBC Equation 18-2&3 of Foundation Design 15471 R TJE 02/26/25 input--» P 330 HORZ FORCE (lb) input--» h 7.4242 hgt above ground (ft) 2450 #-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 3.514 Depth (ft) 3.514 = Min. Calc. Depth S3 422= Allow Lateral Pressure (DEPTH*pp) Min. = 3.51 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 3.8333 (ft.) ok > min. input--» (R or S)? r R<>S (Round or Square)PIER 1806 fgt wgt Round Pier input--» V(dl+ll) 1650 (lbs.) Vertical Force --------- R(tl+fgt)= 3456 R(tl+fgt-soil)= 2192 R/(B*B*π/4)=698 PSF input--» V((0.6)dl-wl) -150 ok [(0.6)DL+WL < 0.6*(ftg. wt.)] FOUNDATION DETAIL Project Sheet 56 of Job No. 15471 R Ckd. Init. TJE Cad Rev. Date 2-26-25 �) - 0.20"0 ANNULAR RING AILS w/ 4" PEN. #3 HORIZONTAL TIES @ 10" O.C. MAX. (8) - #5 VERTICAL RI 5"x5 1/2" x 11'-0" COLUMN PLAN SP #50(1:12) TOP OF SLAB X Q AL 0'-0" I I I I I I I I I I I I I I I -T — I I I I o I ih I I I I �I I� I T Q L i4=-- COLUMN BASE REACTIONS: fVDL+SL = 1 ,650# 1 V0.6-DL+0VWL = -150# 1 HDL+0.7*E = 290# MO.T. DL+0.7•E = 2,150#-ft 24" 0 ELEVATION M 0.6D+0.6W V = 178# H = 94# Me = 94# * 5.25" = 493.5#*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 = 178/16 ± 493.5*1.875/43.5/2 VNAIL = 22# HNAIL = 94/16 ± 493.5*0.875/43.5/2 HNAIL = 11# RNAIL = 25# OK (2) - 1/4" PLATES OK D+0.7E H = 250# Me = 250# * 5.25" = 1312.5#*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 = ± 1312.5*1.875/43.5/2 VNAIL = 28# HNAIL = 250/16 ± 1312.5*0.875/43.5/2 HNAIL = 29# RNAIL = 40# OK (2) - 1/4" PLATES OK Sheet 57 of 57 15471 R TJE 2-26-25 V(0.6D+0.6W) = -178# H(0.6D+0.6W) = 94# H(D+0.7E) = 250# (1/4"x5"x8.5")