IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Project item NMB01_BT01 Design Name NMB01_BT01 Description NMB01_BT01 Analysis Stress, strain/ simplified loading Design code AISC - LRFD (2022) Members Geometry Name Cross-section β– Direction [°] γPitch [°] αRotation [°] Offset ex [mm] Offset ey [mm] Offset ez [mm] M17945 6 - ST-BU-I-550X800X100X100S385(Iwn550x(800/800)) 90.8 0.0 0.0 0 0 0 M19311 15 - ST-BU-I-700X800X100X100S385(Iwn700x(800/800)) 0.0 90.0 -90.0 0 0 0 M19324 15 - ST-BU-I-700X800X100X100S385(Iwn700x(800/800)) 90.8 35.8 0.0 0 0 0 M19326 15 - ST-BU-I-700X800X100X100S385(Iwn700x(800/800)) -89.2 35.8 0.0 0 0 0 Supports and forces Name Support Forces in X [mm] M17945 / begin N-Vy-Vz-Mx-My-Mz Position 0 M17945 / end N-Vy-Vz-Mx-My-Mz Position 0 M19311 / end Position 0 M19324 / end Position 0 M19326 / end Position 0 1 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Cross-sections Name Material 6 - ST-BU-I550X800X100X100S385(Iwn550x(800/800)) S385 15 - ST-BU-I700X800X100X100S385(Iwn700x(800/800)) S385 2 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Load effects (Equilibrium not required) Name UW-RWDI-C1-C-10(50) UW-RWDI-C1-F-15(51) UW-RWDI-C1-C-16(52) UW-RWDI-C2-F-9(53) UW-RWDI-C1-D-15(54) UW-RWDI-C1-E-10(55) UW-RWDI-C2-F-13(56) UW-RWDI-C1-C-4(57) UW-RWDI-C2-D-11(59) UW-RWDI-C1-C-12(61) UW-RWDI-C1-D-16(40) UW-RWDI-C1-E-9(41) UW-RWDI-C1-E-12(33) UW-RWDI-C2-D-13(34) Member N [kN] Vy [kN] Vz [kN] Mx [kNm] My [kNm] Mz [kNm] M19311 / End 1104.7 -32.6 2558.9 0.3 -3384.0 -46.3 M19324 / End 12651.8 -8.4 -440.9 -0.3 1086.9 -1.2 M19326 / End -15076.4 2.6 221.3 -0.2 -1392.4 4.4 M19311 / End 2766.8 51.9 -4032.4 -0.2 5339.9 53.9 M19324 / End -24816.5 -36.9 214.1 -1.3 -2313.2 -13.7 M19326 / End 18317.8 21.0 -852.0 0.3 1568.9 13.2 M19311 / End 3415.7 50.5 -3938.2 -0.3 5215.8 50.1 M19324 / End -25015.1 -44.2 131.1 -1.4 -2353.7 -16.9 M19326 / End 17021.3 27.7 -914.2 0.4 1433.2 13.6 M19311 / End 434.5 -30.6 2413.8 0.4 -3192.5 -41.7 M19324 / End 12609.3 14.6 -348.5 -0.1 1105.9 1.7 M19326 / End -13492.6 3.6 278.7 -0.2 -1229.8 3.8 M19311 / End 3437.2 53.1 -4121.4 -0.2 5458.6 52.5 M19324 / End -26029.5 -41.0 152.6 -1.5 -2445.0 -16.1 M19326 / End 17983.7 24.8 -939.9 0.3 1519.6 16.1 M19311 / End 434.3 -33.8 2647.8 0.3 -3502.7 -45.0 M19324 / End 13864.8 12.5 -379.4 0.0 1218.6 1.1 M19326 / End -14742.3 1.2 309.2 -0.2 -1343.1 1.5 M19311 / End 965.7 -21.4 1632.0 0.4 -2154.9 -27.5 M19324 / End 7634.4 13.8 -319.1 -0.2 648.9 3.0 M19326 / End -9761.3 3.3 122.8 -0.4 -912.5 3.7 M19311 / End 2143.2 21.1 -1536.6 -0.3 2032.3 10.1 M19324 / End -10360.8 -33.7 15.3 -1.1 -1010.9 -16.4 M19326 / End 5373.2 22.8 -462.6 0.6 426.4 12.3 M19311 / End 2733.6 36.3 -2744.3 -0.1 3633.2 29.4 M19324 / End -17664.2 -33.2 65.5 -1.4 -1678.6 -15.3 M19326 / End 11284.6 20.6 -683.1 0.4 939.5 16.4 M19311 / End 2860.3 40.9 -3120.2 -0.4 4130.1 35.2 M19324 / End -19810.3 -43.3 100.2 -1.3 -1875.6 -18.3 M19326 / End 13116.7 27.4 -751.1 0.6 1101.3 13.7 M19311 / End 3415.6 50.5 -3941.4 -0.3 5220.0 50.1 M19324 / End -25031.5 -44.2 131.5 -1.4 -2355.2 -16.9 M19326 / End 17037.8 27.7 -914.7 0.4 1434.8 13.6 M19311 / End 451.2 -31.9 2507.8 0.4 -3317.1 -43.1 M19324 / End 13088.6 14.9 -363.1 -0.1 1148.8 1.8 M19326 / End -14006.6 3.5 289.6 -0.3 -1277.0 3.5 M19311 / End 2189.9 39.7 -3031.3 -0.4 4011.4 36.5 M19324 / End -18597.3 -39.2 161.7 -1.1 -1743.9 -15.9 M19326 / End 13450.9 23.6 -663.2 0.6 1150.6 10.8 M19311 / End 1636.0 -20.2 1543.0 0.4 -2036.1 -28.9 M19324 / End 6421.4 9.7 -380.6 -0.5 517.2 0.7 M19326 / End -10095.5 0.5 34.9 -0.4 -961.8 6.6 3 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Name UW-RWDI-C1-C-15(13) UW-RWDI-C1-C-7(18) UW-RWDI-C1-D-11(27) UW-RWDI-C1-E-14(28) UEQRS01 UEQRS02 UEQRS03 N [kN] Member Vy [kN] Vz [kN] Mx [kNm] My [kNm] Mz [kNm] M19311 / End 3437.3 53.0 -4118.3 -0.2 5454.5 52.5 M19324 / End -26013.1 -41.0 152.2 -1.5 -2443.5 -16.1 M19326 / End 17967.2 24.8 -939.5 0.3 1518.1 16.1 M19311 / End 3513.8 46.5 -3670.5 -0.1 4864.3 48.2 M19324 / End -23823.7 -33.4 76.4 -1.4 -2246.1 -12.4 M19326 / End 15626.3 21.4 -879.8 0.1 1301.6 13.9 M19311 / End 2881.8 43.4 -3303.4 -0.3 4372.9 37.6 M19324 / End -20824.7 -40.1 121.7 -1.4 -1966.9 -17.4 M19326 / End 14079.1 24.4 -776.8 0.5 1187.7 16.3 M19311 / End 885.6 -26.0 1983.2 0.3 -2620.6 -32.9 M19324 / End 9635.9 11.7 -354.4 -0.1 830.2 2.2 M19326 / End -11569.8 1.0 176.7 -0.3 -1073.3 1.4 M19311 / End 5010.2 -57.0 -4277.6 0.7 -6259.5 91.5 M19324 / End -18641.3 3.0 227.5 -1.0 1634.0 -11.0 M19326 / End 14536.3 -16.9 -611.6 1.0 -1246.0 17.0 M19311 / End 5009.6 57.0 4279.0 1.0 -6258.0 92.0 M19324 / End 14532.5 17.0 611.0 1.0 -1245.0 17.0 M19326 / End -18636.7 -3.0 -227.0 -1.0 1633.0 -11.0 M19311 / End 3572.6 56.0 4372.0 1.0 -6134.0 90.0 M19324 / End 15388.0 13.0 494.0 1.0 -1335.0 19.0 M19326 / End -17149.0 -7.0 -327.0 -1.0 1488.0 -13.0 Check Summary Name Value Check status Analysis 100.0% OK Plates 0.7 < 5.0% OK Welds 88.4 < 100% OK Buckling 62.15 4 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Plates Name tp [mm] Loads σEd [MPa] εPl [%] σc,Ed [MPa] Status M17945-tfl 1 100.0 UW-RWDI-C1-D-15(54) 346.7 0.1 0.0 OK M17945-bfl 1 100.0 UEQRS01 337.9 0.0 0.0 OK M17945-w 1 100.0 UEQRS01 347.8 0.7 0.0 OK M19311-tfl 1 100.0 UEQRS01 346.5 0.0 0.0 OK M19311-bfl 1 100.0 UEQRS01 346.7 0.1 0.0 OK M19311-w 1 100.0 UEQRS01 347.1 0.3 0.0 OK M19324-tfl 1 100.0 UEQRS01 285.1 0.0 0.0 OK M19324-bfl 1 100.0 UEQRS01 262.4 0.0 0.0 OK M19324-w 1 100.0 UEQRS01 261.4 0.0 0.0 OK M19326-tfl 1 100.0 UEQRS01 332.2 0.0 0.0 OK M19326-bfl 1 100.0 UEQRS01 311.3 0.0 0.0 OK M19326-w 1 100.0 UEQRS01 291.5 0.0 0.0 OK STIFF1a 50.0 UEQRS01 346.6 0.0 0.0 OK STIFF1b 50.0 UEQRS01 346.6 0.0 0.0 OK STIFF1c 50.0 UEQRS01 346.6 0.0 0.0 OK STIFF1d 50.0 UEQRS01 346.5 0.0 0.0 OK STIFF2a 50.0 UEQRS01 135.3 0.0 0.0 OK STIFF2b 50.0 UW-RWDI-C1-D-15(54) 129.5 0.0 0.0 OK STIFF3a 50.0 UW-RWDI-C1-D-15(54) 155.6 0.0 0.0 OK STIFF3b 50.0 UEQRS02 174.9 0.0 0.0 OK STIFF4a 100.0 UEQRS01 346.5 0.0 0.0 OK STIFF4b 100.0 UEQRS01 346.5 0.0 0.0 OK Design data Fy [MPa] Material S385 εlim [%] 385.0 5.0 Symbol explanation tp Plate thickness σEd Equivalent stress εPl Plastic strain σc,Ed Contact stress Fy Yield strength εlim Limit of plastic strain 5 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Detailed result for M17945-w 1 Design values used in the analysis ϕFy = 346.5 MPa Where: Fy = 385.0 MPa – characteristic yield strength ϕ = 0.90 – resistance factor for steel material AISC 360-22 – B3.1 Overall check, UEQRS01 6 / 18 Project: IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project no: Author: Strain check, UEQRS01 Equivalent stress, UEQRS01 7 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Welds Item Edge Xu tw [mm] w [mm] L [mm] Lc [mm] Loads Fn [kN] ϕRn [kN] Ut [%] Utc [%] Detailing Status M17945tfl 1 M19311tfl 1 E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 794 50 UEQRS01 337.4 449.3 75.1 50.1 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 794 50 UEQRS01 394.2 522.6 75.4 57.6 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 794 50 UEQRS01 393.6 522.8 75.3 56.5 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 794 50 UEQRS01 319.7 424.9 75.2 50.9 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 499 50 UEQRS01 310.5 351.1 88.4 88.4 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 499 50 UEQRS01 310.3 351.0 88.4 88.4 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 458 51 UW-RWDIC1-D-15(54) 278.8 367.7 75.8 58.9 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 458 51 UW-RWDIC1-D-15(54) 279.0 368.0 75.8 58.9 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 798 50 UEQRS01 337.8 524.6 64.4 40.7 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 798 50 UEQRS01 411.2 525.2 78.3 66.1 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 458 51 UEQRS02 286.4 366.9 78.1 66.2 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 458 51 UEQRS02 284.7 364.9 78.0 66.1 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 794 50 UEQRS01 409.8 522.4 78.5 57.7 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 794 50 UW-RWDIC1-D-15(54) 395.2 522.4 75.6 58.3 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 285 47 UW-RWDIC1-D-15(54) 260.6 334.1 78.0 65.9 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 285 47 UW-RWDIC1-D-15(54) 260.9 334.2 78.1 66.2 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 798 50 UW-RWDIC1-D-15(54) 380.9 504.3 75.5 53.4 OK OK M17945tfl 1 M17945tfl 1 M17945tfl 1 M17945tfl 1 M17945tfl 1 M19311tfl 1 M19311tfl 1 M17945tfl 1 M19311bfl 1 M19311w1 M19324w1 M19324bfl 1 M19326w1 M19324tfl 1 M19324w1 M19326bfl 1 8 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Item M19311bfl 1 M19311bfl 1 M17945bfl 1 M17945w1 M17945tfl 1 M17945bfl 1 M17945w1 M17945tfl 1 M17945bfl 1 Edge M19326tfl 1 M19326w1 STIFF1a STIFF1a STIFF1a STIFF1b STIFF1b STIFF1b STIFF1c Xu tw [mm] w [mm] L [mm] Lc [mm] Loads Fn [kN] ϕRn [kN] Ut [%] Utc [%] Detailing Status E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 798 50 UEQRS01 442.9 524.0 84.5 78.3 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 794 50 UEQRS01 439.5 522.3 84.1 76.0 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 794 50 UEQRS01 385.3 522.2 73.8 48.4 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 285 47 UW-RWDIC1-D-15(54) 279.4 361.4 77.3 63.9 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 285 47 UW-RWDIC1-D-15(54) 279.2 360.8 77.4 64.1 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 154.5 269.3 57.4 37.9 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 92.4 269.9 34.2 18.0 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 85.9 230.1 37.3 20.7 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 120.9 225.7 53.6 27.6 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 93.5 264.4 35.4 15.3 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 183.5 272.2 67.4 48.5 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 100.1 272.3 36.8 19.1 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 156.9 267.8 58.6 38.9 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 115.6 229.1 50.5 25.0 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 82.1 232.0 35.4 19.6 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 172.5 251.5 68.6 48.0 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 92.4 269.6 34.3 14.8 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 97.4 267.1 36.5 22.1 OK OK 9 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Item M17945w1 M17945tfl 1 M17945bfl 1 M17945w1 M17945tfl 1 M17945bfl 1 M17945w1 M17945tfl 1 M17945bfl 1 Edge STIFF1c STIFF1c STIFF1d STIFF1d STIFF1d STIFF2a STIFF2a STIFF2a STIFF2b Xu tw [mm] w [mm] L [mm] Lc [mm] Loads Fn [kN] ϕRn [kN] Ut [%] Utc [%] Detailing Status E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 151.1 266.1 56.8 37.4 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 104.7 216.4 48.4 23.4 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 79.8 222.9 35.8 19.9 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 168.9 270.2 62.5 44.4 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 93.3 272.3 34.3 15.1 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 148.1 267.8 55.3 36.2 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 99.6 272.3 36.6 22.2 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 84.0 221.2 38.0 21.3 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 110.4 213.5 51.7 26.2 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 93.5 267.9 34.9 15.2 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 175.4 271.0 64.7 46.2 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 48.6 234.8 20.7 9.6 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 61.5 274.5 22.4 11.1 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 55.3 244.1 22.6 9.5 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 48.9 201.6 24.3 13.0 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 85.5 271.2 31.5 18.2 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UW-RWDIC1-D-15(54) 80.7 261.8 30.8 17.1 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 61.1 254.9 24.0 11.8 OK OK 10 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Item M17945w1 M17945tfl 1 M17945bfl 1 M17945w1 M17945tfl 1 M17945bfl 1 M17945w1 M17945tfl 1 M19311bfl 1 Edge STIFF2b STIFF2b STIFF3a STIFF3a STIFF3a STIFF3b STIFF3b STIFF3b STIFF4a Xu tw [mm] w [mm] L [mm] Lc [mm] Loads Fn [kN] ϕRn [kN] Ut [%] Utc [%] Detailing Status E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 49.3 254.4 19.4 8.9 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UW-RWDIC1-F-15(51) 49.0 244.2 20.1 9.3 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 66.5 228.6 29.1 14.4 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 85.4 226.3 37.7 22.9 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 81.9 270.3 30.3 17.3 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 68.7 256.0 26.8 13.5 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 63.5 267.5 23.7 12.0 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UW-RWDIC1-D-15(54) 71.2 237.9 29.9 14.8 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS01 75.1 245.1 30.7 13.6 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UW-RWDIC1-D-15(54) 92.5 257.9 35.9 20.8 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 84.2 264.8 31.8 17.6 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 59.8 257.5 23.2 10.9 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 69.5 269.2 25.8 13.1 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UW-RWDIC1-D-15(54) 72.6 269.1 27.0 13.6 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UW-RWDIC1-D-15(54) 70.9 238.3 29.7 14.6 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 35 UEQRS01 91.2 261.7 34.9 19.6 OK OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 35 UEQRS02 112.7 263.6 42.8 26.8 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 349 50 UEQRS01 372.7 525.4 70.9 50.8 OK OK 11 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Item Edge M19311w1 STIFF4a M19311tfl 1 STIFF4a M19311bfl 1 STIFF4b M19311w1 STIFF4b M19311tfl 1 STIFF4b Xu tw [mm] w [mm] L [mm] Lc [mm] Loads Fn [kN] ϕRn [kN] Ut [%] Utc [%] Detailing Status E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 350 50 UEQRS01 279.8 513.7 54.5 35.7 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 500 50 UEQRS01 169.0 397.1 42.6 24.7 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 500 50 UEQRS01 143.2 371.4 38.6 18.7 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 349 50 UEQRS01 314.3 523.1 60.1 40.6 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 350 50 UEQRS01 365.9 510.4 71.7 46.2 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 350 50 UEQRS01 285.7 512.7 55.7 37.0 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 349 50 UEQRS01 356.5 524.7 67.9 48.0 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 500 50 UEQRS01 142.8 374.9 38.1 18.4 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 500 50 UEQRS01 159.0 397.4 40.0 22.6 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 350 50 UEQRS01 363.3 513.7 70.7 45.2 OK OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 349 50 UEQRS01 333.7 521.8 64.0 43.9 OK OK Design data Material E80xx Fexx [MPa] 551.6 Symbol explanation tw Throat thickness of weld w Leg size of weld L Length of weld Lc Length of weld critical element Fn Force in weld critical element ϕRn Weld resistance - AISC 360-22 – J2-4 Ut Utilization Utc Weld capacity estimation ◢ Fillet weld Fexx Ultimate strength as rated by electrode classification number 12 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Detailed result for M17945-tfl 1 / M19311-w 1 Weld resistance check (AISC 360-22 – J2-4) ϕRn = ϕ ⋅ Fnw ⋅ Awe = 351.1 kN ≥ Fn = 310.5 kN Where: Fnw = 331.7 MPa – nominal stress of weld material: Fnw = 0.6 ⋅ FEXX ⋅ (1 + 0.5 ⋅ sin1.5 θ) , where: FEXX = 551.6 MPa – electrode classification number, i.e. minimum specified tensile strength θ = 1.6° – angle of loading measured from the weld longitudinal axis Awe = 1411 mm2 – effective area of weld critical element ϕ = 0.75 – resistance factor for welded connections 13 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Buckling Loads UW-RWDI-C1-C-10(50) UW-RWDI-C1-F-15(51) UW-RWDI-C1-C-16(52) UW-RWDI-C2-F-9(53) UW-RWDI-C1-D-15(54) UW-RWDI-C1-E-10(55) UW-RWDI-C2-F-13(56) Shape Factor [-] 1 120.15 2 126.91 3 138.62 4 151.48 5 155.76 6 161.08 1 70.87 2 74.78 3 89.15 4 89.29 5 91.94 6 103.80 1 69.19 2 72.96 3 87.16 4 89.80 5 91.58 6 106.72 1 138.30 2 146.32 3 146.71 4 170.28 5 173.17 6 174.63 1 66.64 2 70.28 3 83.93 4 86.47 5 87.44 6 101.89 1 126.76 2 133.78 3 134.13 4 155.26 5 157.91 6 160.06 1 183.19 2 193.37 3 220.58 4 230.86 5 237.51 6 256.52 14 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Loads UW-RWDI-C1-C-4(57) UW-RWDI-C2-D-11(59) UW-RWDI-C1-C-12(61) UW-RWDI-C1-D-16(40) UW-RWDI-C1-E-9(41) UW-RWDI-C1-E-12(33) UW-RWDI-C2-D-13(34) UW-RWDI-C1-C-15(13) Shape Factor [-] 1 162.36 2 170.97 3 204.69 4 211.03 5 243.44 6 249.53 1 96.90 2 102.15 3 122.02 4 125.77 5 132.81 6 149.36 1 87.16 2 91.89 3 109.83 4 113.15 5 116.66 6 134.40 1 69.12 2 72.89 3 87.07 4 89.71 5 91.53 6 106.63 1 133.17 2 140.89 3 141.29 4 163.99 5 166.77 6 168.14 1 94.35 2 99.53 3 118.93 4 119.67 5 122.45 6 139.36 1 169.48 2 178.66 3 213.30 4 219.88 5 233.70 6 261.24 1 66.70 2 70.34 15 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Loads UW-RWDI-C1-C-7(18) UW-RWDI-C1-D-11(27) UW-RWDI-C1-E-14(28) UEQRS01 UEQRS02 UEQRS03 Shape Factor [-] 3 84.01 4 86.55 5 87.53 6 101.99 1 71.97 2 75.88 3 90.61 4 93.40 5 97.81 6 110.98 1 83.15 2 87.67 3 104.74 4 107.91 5 110.07 6 128.24 1 156.71 2 165.52 3 180.75 4 197.58 5 203.15 6 210.05 1 62.15 2 73.01 3 76.83 4 83.35 5 92.08 6 106.48 1 99.98 2 116.27 3 123.74 4 127.82 5 134.56 6 143.49 1 111.80 2 122.90 3 130.28 4 142.52 5 143.24 6 145.01 16 / 18 Project: IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project no: Author: First buckling mode shape, UEQRS01 17 / 18 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-FIXED SUPPORT-ULS)R40_MD6 - 130130 Project: Project no: Author: Bill of material Manufacturing operations Plates [mm] Name Shape Nr. Welds [mm] Length [mm] CUT1 Double fillet: 40.0 2092 CUT2 Double fillet: 40.0 1259 CUT3 Double fillet: 40.0 1081 CUT4 Double fillet: 40.0 1259 CUT5 Double fillet: 40.0 1081 STIFF1 P50.0x350-350 (S385) 4 Double fillet: 30.0 4200 STIFF2 P50.0x350-350 (S385) 2 Double fillet: 30.0 2100 STIFF3 P50.0x350-350 (S385) 2 Double fillet: 30.0 2100 STIFF4 P100.0x350-500 (S385) 2 Double fillet: 40.0 2400 Bolts Nr. Symbol explanation Fillet weld leg size of weld Welds Type Material Throat thickness [mm] Leg size [mm] Length [mm] Double fillet E80xx 28.3 40.0 9171 Double fillet E80xx 21.2 30.0 8400 18 / 18
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