IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-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] M18891 6 - ST-BU-I-550X800X100X100S385(Iwn550x(800/800)) 89.2 0.0 0.0 0 0 0 M19598 15 - ST-BU-I-700X800X100X100S385(Iwn700x(800/800)) 89.2 35.8 0.0 0 0 0 M19734 15 - ST-BU-I-700X800X100X100S385(Iwn700x(800/800)) -90.8 35.8 0.0 0 0 0 M19744 15 - ST-BU-I-700X800X100X100S385(Iwn700x(800/800)) 0.0 90.0 -90.0 0 0 0 Supports and forces Name Support Forces in X [mm] M18891 / begin N-Vy-Vz-Mx-My-Mz Position 0 M18891 / end N-Vy-Vz-Mx-My-Mz Position 0 M19598 / end Position 0 M19734 / end Position 0 M19744 / end Position 0 1 / 16 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-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 / 16 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project: Project no: Author: Load effects (Equilibrium not required) Name UW-RWDI-C1-C-12(48) UW-RWDI-C1-E-15(51) UW-RWDI-C1-F-15(53) UW-RWDI-C1-D-16(55) UW-RWDI-C1-D-15(35) UW-RWDI-C2-C-2(37) UW-RWDI-C1-D-9(42) UW-RWDI-C1-E-12(44) UW-RWDI-C1-C-11(23) UW-RWDI-C1-E-10(27) UW-RWDI-C1-F-13(19) UW-RWDI-C1-C-15(5) UW-RWDI-C1-C-4(6) UW-RWDI-C1-F-9(12) N [kN] Vy [kN] M19598 / End -32143.0 -43.9 -305.7 1.4 -2989.1 18.8 M19734 / End 23795.9 -22.7 1084.7 -0.3 2039.7 -10.9 M19744 / End 3550.8 -67.1 -5227.8 0.4 6915.0 -72.6 M19598 / End -23032.1 -43.4 -283.1 1.0 -2137.9 20.4 M19734 / End 17683.4 -23.8 765.8 -0.6 1529.8 -6.3 M19744 / End 2263.1 -50.6 -3839.7 0.6 5072.2 -50.2 M19598 / End -22656.7 -43.2 -274.3 1.0 -2104.1 20.4 M19734 / End 17324.4 -23.8 756.5 -0.6 1497.7 -6.4 M19744 / End 2256.6 -49.7 -3771.4 0.6 4981.9 -49.0 M19598 / End -25639.0 -43.4 -249.3 1.3 -2394.3 21.3 M19734 / End 18681.3 -24.1 888.1 -0.5 1599.7 -11.0 M19744 / End 2957.8 -55.4 -4178.3 0.4 5522.4 -53.4 M19598 / End -24742.5 -47.1 -229.9 1.2 -2313.9 22.0 M19734 / End 17825.7 -26.5 866.1 -0.6 1522.8 -8.4 M19744 / End 2941.3 -53.0 -4016.4 0.6 5307.8 -51.2 M19598 / End -6612.9 2.4 204.0 0.5 -669.6 -5.6 M19734 / End 1090.2 1.5 345.2 0.7 19.8 -5.8 M19744 / End 2412.1 -6.8 -679.4 -0.4 913.0 -11.4 M19598 / End 6250.0 9.7 388.9 0.2 501.9 -7.6 M19734 / End -9747.8 3.4 -31.0 0.6 -930.4 -2.8 M19744 / End 1563.3 20.1 1505.4 -0.4 -1979.0 23.2 M19598 / End -30057.2 -40.0 -350.1 1.2 -2779.3 17.2 M19734 / End 23294.6 -20.1 975.1 -0.3 2014.6 -8.8 M19744 / End 2866.1 -63.9 -4982.8 0.4 6589.1 -70.4 M19598 / End -31246.5 -47.6 -286.3 1.3 -2908.7 19.4 M19734 / End 22940.2 -25.1 1062.7 -0.4 1962.9 -8.2 M19744 / End 3534.3 -64.7 -5065.9 0.5 6700.4 -70.4 M19598 / End 7312.9 16.1 321.7 0.1 619.9 -9.7 M19734 / End -9272.2 7.8 -115.4 0.6 -867.9 -2.6 M19744 / End 897.0 20.7 1565.3 -0.5 -2059.7 22.6 M19598 / End 13315.3 13.9 383.2 -0.1 1167.5 -7.1 M19734 / End -14113.0 5.0 -292.8 0.4 -1287.0 -0.8 M19744 / End 402.0 32.2 2547.7 -0.4 -3363.1 40.0 M19598 / End -25117.9 -47.3 -238.7 1.2 -2347.7 21.9 M19734 / End 18184.7 -26.4 875.4 -0.6 1555.0 -8.3 M19744 / End 2947.9 -53.8 -4084.7 0.6 5398.0 -52.4 M19598 / End -30324.6 -34.6 -226.1 1.3 -2826.4 12.3 M19734 / End 21771.5 -17.0 1038.0 0.0 1850.8 -9.7 M19744 / End 3653.0 -60.7 -4839.7 0.2 6407.1 -70.1 M19598 / End 8335.8 -13.6 344.6 0.0 711.7 -9.2 M19734 / End -10249.1 -6.0 140.6 0.5 -955.5 -0.7 M19744 / End 878.6 23.4 1750.5 -0.4 -2304.8 25.4 Member Vz [kN] Mx [kNm] My [kNm] Mz [kNm] 3 / 16 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project: Project no: Author: Name UW-RWDI-C1-C-16(13) UEQRS01 UEQRS02 UEQRS03 N [kN] Member Vy [kN] Vz [kN] Mx [kNm] My [kNm] Mz [kNm] M19598 / End -26014.5 43.6 258.1 1.4 -2428.0 21.3 M19734 / End 19040.4 -24.0 -897.4 -0.5 1631.8 -11.0 M19744 / End 2964.3 -56.3 -4246.6 0.4 5612.6 -54.6 M19598 / End 5010.2 -57.0 -4277.6 0.7 -6259.5 91.5 M19734 / End -18641.3 3.0 227.5 -1.0 1634.0 -11.0 M19744 / End 14536.3 -16.9 -611.6 1.0 -1246.0 17.0 M19598 / End 5009.6 57.0 4279.0 1.0 -6258.0 92.0 M19734 / End 14532.5 17.0 611.0 1.0 -1245.0 17.0 M19744 / End -18636.7 -3.0 -227.0 -1.0 1633.0 -11.0 M19598 / End 3572.6 56.0 4372.0 1.0 -6134.0 90.0 M19734 / End 15388.0 13.0 494.0 1.0 -1335.0 19.0 M19744 / End -17149.0 -7.0 -327.0 -1.0 1488.0 -13.0 Check Summary Name Value Check status Analysis 100.0% OK Plates 0.3 < 5.0% OK Welds 89.5 < 100% OK Buckling 71.55 4 / 16 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project: Project no: Author: Plates Name tp [mm] Loads σEd [MPa] εPl [%] σc,Ed [MPa] Status M18891-tfl 1 100.0 UW-RWDI-C1-C-12(48) 347.0 0.2 0.0 OK M18891-bfl 1 100.0 UEQRS01 325.8 0.0 0.0 OK M18891-w 1 100.0 UEQRS01 330.8 0.0 0.0 OK M19598-tfl 1 100.0 UW-RWDI-C1-C-12(48) 288.7 0.0 0.0 OK M19598-bfl 1 100.0 UEQRS01 346.7 0.1 0.0 OK M19598-w 1 100.0 UEQRS01 347.0 0.3 0.0 OK M19734-tfl 1 100.0 UW-RWDI-C1-C-12(48) 246.6 0.0 0.0 OK M19734-bfl 1 100.0 UW-RWDI-C1-C-12(48) 264.2 0.0 0.0 OK M19734-w 1 100.0 UW-RWDI-C1-C-12(48) 346.8 0.2 0.0 OK M19744-tfl 1 100.0 UW-RWDI-C1-C-12(48) 334.5 0.0 0.0 OK M19744-bfl 1 100.0 UW-RWDI-C1-C-12(48) 332.2 0.0 0.0 OK M19744-w 1 100.0 UW-RWDI-C1-C-12(48) 346.9 0.2 0.0 OK STIFF1a 50.0 UEQRS01 123.7 0.0 0.0 OK STIFF1b 50.0 UEQRS01 139.5 0.0 0.0 OK STIFF1c 50.0 UEQRS01 218.1 0.0 0.0 OK STIFF1d 50.0 UEQRS01 213.1 0.0 0.0 OK STIFF2a 50.0 UEQRS01 201.4 0.0 0.0 OK STIFF2b 50.0 UEQRS01 199.8 0.0 0.0 OK STIFF3a 50.0 UW-RWDI-C1-C-16(13) 142.4 0.0 0.0 OK STIFF3b 50.0 UW-RWDI-C1-C-16(13) 140.2 0.0 0.0 OK STIFF4a 100.0 UW-RWDI-C1-C-12(48) 245.3 0.0 0.0 OK STIFF4b 100.0 UW-RWDI-C1-C-12(48) 236.0 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 / 16 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project: Project no: Author: Detailed result for M19598-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 / 16 Project: IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project no: Author: Strain check, UEQRS01 Equivalent stress, UEQRS01 7 / 16 Project: IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project no: Author: Welds Item Edge Xu tw [mm] w [mm] L [mm] Lc [mm] Loads Fn [kN] ϕRn [kN] Ut [%] Utc [%] Status M18891-tfl 1 M19744-tfl 1 E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 794 50 UW-RWDI-C1-C12(48) 392.1 522.3 75.1 53.3 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 794 50 UW-RWDI-C1-C12(48) 391.6 521.7 75.1 55.1 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 794 50 UW-RWDI-C1-C12(48) 392.0 522.2 75.1 55.6 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 794 50 UW-RWDI-C1-C12(48) 391.9 522.5 75.0 51.9 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 499 50 UW-RWDI-C1-C12(48) 285.7 351.5 81.3 75.5 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 499 50 UW-RWDI-C1-C12(48) 285.9 351.8 81.3 75.5 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 458 51 UW-RWDI-C1-C12(48) 360.0 466.9 77.1 63.1 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 458 51 UW-RWDI-C1-C12(48) 359.5 466.2 77.1 63.1 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 798 50 UEQRS01 488.2 645.4 75.7 58.4 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 798 50 UEQRS01 587.0 656.1 89.5 89.5 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 458 51 UW-RWDI-C1-C12(48) 348.5 457.2 76.2 60.4 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 458 51 UW-RWDI-C1-C12(48) 348.7 457.5 76.2 60.4 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 794 50 UW-RWDI-C1-C12(48) 506.1 651.5 77.7 64.6 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 794 50 UW-RWDI-C1-C12(48) 494.4 652.7 75.8 58.7 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 285 47 UW-RWDI-C1-C12(48) 342.3 428.6 79.9 71.8 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 285 47 UW-RWDI-C1-C12(48) 341.6 428.6 79.7 71.3 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 798 50 UW-RWDI-C1-C12(48) 326.8 620.8 52.6 34.2 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 798 50 UW-RWDI-C1-C12(48) 487.0 636.1 76.6 57.6 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 794 50 UW-RWDI-C1-C12(48) 458.8 609.3 75.3 55.8 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 794 50 UW-RWDI-C1-C12(48) 364.2 635.9 57.3 39.1 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 285 47 UW-RWDI-C1-C12(48) 367.8 469.1 78.4 67.4 OK E80xx ◢ 35.4 ◣ ◢ 50.0 ◣ 285 47 UW-RWDI-C1-C12(48) 367.3 469.1 78.3 67.1 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 29.0 240.7 12.1 5.1 OK M18891-tfl 1 M18891-tfl 1 M18891-tfl 1 M18891-tfl 1 M18891-tfl 1 M19744-tfl 1 M19744-tfl 1 M18891-tfl 1 M19744-bfl 1 M19744-bfl 1 M18891-bfl 1 M19744-bfl 1 M19744-w 1 M19598-w 1 M19598-bfl 1 M19734-w 1 M19598-tfl 1 M19598-w 1 M19734-bfl 1 M19734-tfl 1 M19734-w 1 STIFF1a 8 / 16 Project: IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project no: Author: Item M18891-w 1 M18891-tfl 1 M18891-bfl 1 M18891-w 1 M18891-tfl 1 M18891-bfl 1 M18891-w 1 M18891-tfl 1 M18891-bfl 1 M18891-w 1 M18891-tfl 1 M18891-bfl 1 Edge STIFF1a STIFF1a STIFF1b STIFF1b STIFF1b STIFF1c STIFF1c STIFF1c STIFF1d STIFF1d STIFF1d STIFF2a Xu tw [mm] w [mm] L [mm] Lc [mm] Fn [kN] ϕRn [kN] Ut [%] Utc [%] Status E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 53.5 337.1 15.9 6.9 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 44.4 271.4 16.3 6.2 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UW-RWDI-C1-C12(48) 35.8 273.1 13.1 0.0 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 69.4 318.4 21.8 11.3 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS02 46.4 279.7 16.6 7.8 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 56.4 341.7 16.5 7.5 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 32.7 242.9 13.5 5.9 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UW-RWDI-C1-C12(48) 35.6 274.1 13.0 0.0 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 43.7 272.0 16.1 6.1 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS02 47.9 282.5 17.0 8.0 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 74.5 316.1 23.6 12.4 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 78.3 344.4 22.7 12.2 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 45.2 253.7 17.8 8.6 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 60.5 305.4 19.8 9.0 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 52.9 237.8 22.2 9.6 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 40.2 296.1 13.6 5.3 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 125.1 330.1 37.9 23.1 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 46.0 253.9 18.1 8.8 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 77.5 344.5 22.5 12.0 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 52.1 238.5 21.9 9.4 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 60.8 305.2 19.9 9.0 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 120.6 330.9 36.4 21.9 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 37.6 300.1 12.5 0.0 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 102.1 296.8 34.4 18.1 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 110.7 338.6 32.7 18.2 OK Loads 9 / 16 Project: IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project no: Author: Item Edge Xu tw [mm] w [mm] L [mm] Lc [mm] M18891-w 1 STIFF2a E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ E80xx ◢ 21.2 ◣ E80xx M18891-tfl 1 M18891-bfl 1 M18891-w 1 M18891-tfl 1 M18891-bfl 1 M18891-w 1 M18891-tfl 1 M18891-bfl 1 M18891-w 1 M18891-tfl 1 M19744-bfl 1 M19744-w 1 STIFF2a STIFF2b STIFF2b STIFF2b STIFF3a STIFF3a STIFF3a STIFF3b STIFF3b STIFF3b STIFF4a STIFF4a Fn [kN] ϕRn [kN] Ut [%] Utc [%] Status UEQRS01 106.7 296.0 36.0 17.6 OK 44 UEQRS01 86.1 254.2 33.9 19.4 OK 349 44 UEQRS01 195.8 344.6 56.8 38.2 OK ◢ 30.0 ◣ 349 44 UEQRS01 146.4 266.8 54.9 36.5 OK ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 108.1 322.5 33.5 18.7 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 104.2 297.8 35.0 18.4 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 85.1 254.5 33.5 19.1 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 111.8 291.6 38.3 19.5 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 201.6 338.0 59.7 41.5 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 208.2 343.3 60.6 41.1 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 63.3 341.1 18.5 8.6 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 50.8 277.4 18.3 8.1 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UW-RWDI-C1-C12(48) 94.3 288.0 32.8 16.5 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UW-RWDI-C1-C12(48) 94.2 341.2 27.6 13.9 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UW-RWDI-C1-C16(13) 118.0 323.3 36.5 21.0 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 107.7 339.4 31.7 18.0 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 51.7 267.6 19.3 8.9 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 349 44 UEQRS01 64.6 343.7 18.8 8.8 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UW-RWDI-C1-C12(48) 93.8 341.4 27.5 13.8 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UW-RWDI-C1-C12(48) 93.8 287.9 32.6 16.4 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UEQRS01 110.0 339.4 32.4 18.5 OK E80xx ◢ 21.2 ◣ ◢ 30.0 ◣ 350 44 UW-RWDI-C1-C16(13) 117.0 322.6 36.3 20.7 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 349 50 UW-RWDI-C1-C12(48) 199.2 392.8 50.7 32.6 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 350 50 UW-RWDI-C1-C12(48) 168.5 492.5 34.2 19.3 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 500 50 UW-RWDI-C1-C12(48) 160.5 355.1 45.2 25.7 OK Loads 10 / 16 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project: Project no: Author: Item Xu tw [mm] w [mm] L [mm] Lc [mm] Loads Fn [kN] ϕRn [kN] Ut [%] Utc [%] Status E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 499 50 UW-RWDI-C1-C12(48) 139.0 351.5 39.6 22.6 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 350 50 UW-RWDI-C1-C12(48) 371.0 511.6 72.5 50.9 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 349 50 UEQRS01 189.7 523.2 36.2 20.6 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 349 50 UEQRS01 179.5 522.1 34.4 20.1 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 349 50 UW-RWDI-C1-C12(48) 201.9 386.3 52.3 33.9 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 499 50 UW-RWDI-C1-C12(48) 139.0 352.8 39.4 22.8 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 500 50 UW-RWDI-C1-C12(48) 151.8 365.5 41.5 23.9 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 349 50 UEQRS01 192.7 523.5 36.8 21.2 OK E80xx ◢ 28.3 ◣ ◢ 40.0 ◣ 350 50 UW-RWDI-C1-C12(48) 347.9 512.2 67.9 47.6 OK Edge M19744-tfl 1 M19744-bfl 1 M19744-w 1 M19744-tfl 1 STIFF4a STIFF4b STIFF4b STIFF4b 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 11 / 16 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project: Project no: Author: Detailed result for M18891-tfl 1 / M19598-bfl 1 Weld resistance check (AISC 360-22 – J2-4) ϕRn = ϕ ⋅ Fnw ⋅ Awe = 656.1 kN ≥ Fn = 587.0 kN Where: Fnw = 495.8 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 = 86.0° – angle of loading measured from the weld longitudinal axis Awe = 1764 mm2 – effective area of weld critical element ϕ = 0.75 – resistance factor for welded connections 12 / 16 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project: Project no: Author: Buckling Loads UW-RWDI-C1-C-12(48) UW-RWDI-C1-E-15(51) UW-RWDI-C1-F-15(53) UW-RWDI-C1-D-16(55) UW-RWDI-C1-D-15(35) UW-RWDI-C2-C-2(37) UW-RWDI-C1-D-9(42) Shape Factor [-] 1 71.55 2 82.64 3 90.51 4 99.84 5 129.81 6 137.42 1 99.11 2 114.67 3 125.27 4 138.63 5 177.36 6 187.77 1 100.82 2 116.67 3 127.43 4 141.05 5 180.69 6 191.29 1 89.45 2 103.47 3 113.11 4 125.06 5 164.02 6 173.62 1 92.69 2 107.32 3 117.20 4 129.73 5 170.98 6 181.00 1 378.03 2 438.66 3 481.47 4 528.20 5 795.47 6 824.16 1 238.73 2 275.05 3 302.52 4 331.83 5 462.20 6 489.71 13 / 16 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project: Project no: Author: Loads UW-RWDI-C1-E-12(44) UW-RWDI-C1-C-11(23) UW-RWDI-C1-E-10(27) UW-RWDI-C1-F-13(19) UW-RWDI-C1-C-15(5) UW-RWDI-C1-C-4(6) UW-RWDI-C1-F-9(12) UW-RWDI-C1-C-16(13) Shape Factor [-] 1 76.27 2 88.03 3 96.45 4 106.36 5 135.37 6 143.31 1 73.65 2 85.11 3 93.16 4 102.83 5 134.18 6 142.04 1 246.61 2 283.57 3 312.07 4 342.26 5 434.03 6 460.27 1 159.93 2 183.62 3 202.10 4 221.73 5 256.84 6 272.07 1 91.36 2 105.76 3 115.52 4 127.85 5 167.97 6 177.81 1 76.26 2 88.02 3 96.51 4 106.31 5 140.06 6 148.27 1 244.09 2 280.80 3 308.24 4 338.83 5 387.23 6 409.91 1 93.50 2 107.84 14 / 16 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-ULS)R40_MD6 - 130130 Project: Project no: Author: Loads UEQRS01 UEQRS02 UEQRS03 Shape Factor [-] 3 118.52 4 130.01 5 151.91 6 161.01 1 82.72 2 95.99 3 104.84 4 116.71 5 168.76 6 173.43 1 208.35 2 224.13 3 236.85 4 257.71 5 288.20 6 307.58 1 230.84 2 248.63 3 263.02 4 286.27 5 315.68 6 320.30 First buckling mode shape, UW-RWDI-C1-C-12(48) 15 / 16 IdeaStatiCa-250416-BURJ BINGHATTI-(1.50 DAMPING-GROUP SPRING-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: 50.0 1259 CUT3 Double fillet: 50.0 1081 CUT4 Double fillet: 50.0 1259 CUT5 Double fillet: 50.0 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 4492 Double fillet E80xx 35.4 50.0 4679 Double fillet E80xx 21.2 30.0 8400 16 / 16
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