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(World Building Structural Summary) (20201202).Xlsx FEM Design Verification Checklist (World Building Structural Summary) Building Basic Parameters Building Vertical Loading Summary Building Horizontal Loading Summary No. of Average Typical Gross Building Building Building Building Building Material Building Vertical Load Floor Pressure Lateral Average Ratio Building Storeys Storey Storey Area Pressure Wind Shear Moment Project Name Floor Building Stability Type Load Wind Height, H Speed Usage Type Pressure f1.4|1.0 . NS H/N S h Column Floor ΣΣΣA FDL FSDL FLL FSLS FDL /ΣΣΣAFSDL /ΣΣΣAFLL /ΣΣΣAFSLS /ΣΣΣAFSLS /ΣΣΣAFDN ΣΣΣV ΣΣΣM ΣΣΣV/F SLS m 4.00 m ST/RC/CM ST/RC/PT m2 MN MN MN MN kPa kPa kPa kPa kPa WL/EQ m/s kPa MN MNm % Residential Kingdom Tower, Jeddah, Saudi 728.0 171 4.26 4.00 / Hotel / N/A RC Type C Core/Shear Walls 243,866 7,029 488 854 8,370 28.8 2.0 3.5 34.3 2,250 WL 42.2 No Data 104.0 43,000 1.7% Arabia Office 4.80/4.00 Office / Burj Khalifa, Dubai, United Arab Core/Shear Walls 659.0 171 3.85 3.50/3.20 Residential RC RC Type C+D 280,000 7,920 560 980 9,460 28.3 2.0 3.5 33.8 2,800 WL No Data No Data No Data No Data No Data Emirates and Outriggers 3.20/3.90 / Hotel Hotel / Mega Frame Tube Type Shanghai Tower, Shanghai, China 614.0 125 4.91 4.40 Office / CM ST (Belt Trusses), Core 380,000 No Data No Data No Data No Data No Data No Data No Data No Data No Data WL No Data 2.7 139.7 42,900 No Data C+D+E Retail Wall and Outriggers Mega Frame Tube Office / Type KL118 (Merdeka PNB118) 521.2 123 4.24 4.24 RC ST (Belt Trusses), Core 292,000 No Data No Data No Data No Data No Data No Data No Data No Data No Data WL No Data 1.7 60.0 19,000 No Data Hotel C+D+E Wall and Outriggers Core Wall, 3.60 Office / Jamsil Lotte World Tower, Seoul, Type Outriggers and Mega 510.9 129 3.96 3.90 Hotel / RC ST/RC 330,000 10,803 660 1,155 12,618 32.7 2.0 3.5 38.2 2,434 WL 30.0 2.8 91.5 27,500 1.0% South Korea C+D+E Frame Tube (Belt 4.50 Retail Trusses) Sears (Willis) Tower, Chicago, Illinois, Tube (Internal Webs 454.8 113 4.02 3.92 Office ST ST Type E 408,922 2,037 329 1,431 3,798 5.0 0.8 3.5 9.3 807 WL 34.0 1.3 40.8 9,282 1.5% USA and Belt Trusses) World Trade Center Towers 1 | 2, 431.8 115 3.75 3.75 Office ST ST Type E Tube 460,404 No Data No Data No Data No Data No Data No Data No Data No Data No Data WL No Data No Data No Data No Data No Data New York, USA Mega Frame Tube Type Taipei 101, Taipei, Taipei 405.8 94 4.32 4.20 Office CM ST (Belt Trusses), Core 187,110 2,019 734 842 3,595 10.8 3.9 4.5 19.2 892 WL 67.0 3.0 59.0 11,971 2.3% C+D+E Wall and Outriggers Petronas Towers 1 | 2, Kuala Type Tube, Core Wall and 403.8 93 4.34 4.00 Office RC ST 213,750 2,008 442 855 3,304 9.4 2.1 4.0 15.5 1,130 WL 35.1 1.3 22.8 4,600 1.0% Lumpur, Malaysia C+D+E Outriggers Bank of the Southwest Tower, Office / 387.8 86 4.51 3.96 CM ST Type B Braced Frames 204,400 No Data No Data No Data No Data No Data No Data No Data No Data No Data WL 47.0 No Data No Data No Data No Data Houston, Texas, USA Retail Residential Guiyang World Trade Center, 380.0 74 5.14 5.00 / Hotel / RC ST Type C+E Tube and Core Wall 194,315 No Data No Data No Data No Data No Data No Data No Data No Data No Data WL No Data No Data No Data No Data No Data Guiyang, China Office Empire State Building, New York, Moment Frames and 376.8 103 3.66 3.66 Office ST ST Type A+B 208,879 1,047 418 731 2,196 5.0 2.0 3.5 10.5 919 WL No Data No Data No Data No Data No Data USA Braced Frames Amoco Building (Aon Center), 361.3 87 4.15 3.86 Office ST ST Type E Tube 285,093 1,306 225 1,140 2,671 4.6 0.8 4.0 9.4 816 WL No Data No Data No Data No Data No Data Chicago, Illinois, USA 2.82 Residential John Hancock Center, Chicago, 351.6 102 3.45 3.81 / Office / ST ST Type E Braced Tube 261,000 1,154 203 914 2,271 4.4 0.8 3.5 8.7 588 WL 34.0 No Data No Data No Data No Data Illinois, USA 3.81 Car Park Central Plaza, Hong Kong 324.8 81 4.01 3.60 Office RC RC Type C+E Tube and Core Wall 181,548 No Data No Data No Data No Data No Data No Data No Data No Data No Data WL 64.0 3.8 59.2 9,621 No Data Tube (Internal Webs Allied Bank Plaza (Wells Fargo Plaza), Type and Belt Trusses), 312.0 75 4.16 4.00 Office ST ST 186,000 792 155 651 1,598 4.3 0.8 3.5 8.6 694 WL No Data 3.1 61.2 9,540 5.4% Houston, Texas, USA C+D+E Core Wall and Outriggers © MV | 22-02-21 Page 1 of 30 FEM Design Verification Checklist (World Building Structural Summary) Base Stability Element Dimensions Outrigger Tube / Braced Tube / Mega Frame Tube / Braced Building Stiffness Building Dynamics Moment Frame Braced Frame Core / Shear Wall Building Building (or Transfer Outrigger) Mega Frame Tube (Internal Webs / Belt Trusses) Project Name Slender Height, H Ratio, Lateral Torsional Ratio, Ratio, Add. Damping, Overall Slender Overall Slender Overall Slender Overall Slender Overall Column Column Beam Slender Ratio Displ., δδδ Accn., a Depth H/ δδδ Period, T Period, T t H/T T/N S Dampers ζζζSLS Extent Ratio Extent Ratio Extent Ratio Extent Ratio Extent Spacing Depth Depth Ratio m mm s s 40 0.11 mg m 4.5 m 16.5 m 15.4 m m 7.6 m m mm mm 6.2 6.8 Kingdom Tower, Jeddah, Saudi 728.0 No Data No Data 12.0 6.0 61 0.07 None No Data 10.6 N/A N/A N/A N/A 90.0 8.1 N/A N/A N/A N/A N/A N/A N/A N/A 8.1 Arabia Burj Khalifa, Dubai, United Arab 659.0 No Data No Data 11.3 4.3 58 0.07 None No Data No Data N/A N/A N/A N/A 80.0 8.2 80.0 6.4 8.2 N/A N/A N/A N/A N/A 8.2 Emirates 1270 tonne Shanghai Tower, Shanghai, China 614.0 No Data No Data 9.0 No Data 68 0.07 0.036 No Data N/A N/A N/A N/A 30.0 20.5 70.0 8.8 8.8 70.0 18.33 3,700 8,800 8.8 8.8 (0.43%F DL +SDL ) TMD KL118 (Merdeka PNB118) 521.2 No Data No Data No Data No Data No Data No Data None No Data No Data N/A N/A N/A N/A 25.5 20.4 47.5 No Data 11.0 47.5 No Data No Data No Data 11.0 11.0 Jamsil Lotte World Tower, Seoul, 510.9 732 698 9.3 No Data 55 0.07 None No Data 9.0 N/A N/A N/A N/A 38.0 13.4 68.5 19.5 7.5 62.0 27.11 2,000 14,400 8.2 7.5 South Korea Sears (Willis) Tower, Chicago, Illinois, 454.8 827 550 7.8 3.3 58 0.07 None 0.013 20.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A 68.6 4.57 990 1,070 6.6 6.6 USA World Trade Center Towers 1 | 2, 431.8 No Data No Data No Data No Data No Data No Data None No Data No Data N/A N/A N/A N/A N/A N/A N/A N/A N/A 63.0 1.00 No Data No Data 6.9 6.9 New York, USA 660 tonne Taipei 101, Taipei, Taipei 405.8 2,029 200 7.0 No Data 58 0.07 (0.24%F DL No Data 5.0 N/A N/A N/A N/A 22.5 18.0 61.6 4.2 6.6 61.6 22.50 2,400 4,200 6.6 6.6 +SDL ) TMD Petronas Towers 1 | 2, Kuala 403.8 No Data No Data 9.0 7.2 45 0.10 None 0.020 20.0 N/A N/A N/A N/A 22.8 17.7 45.0 8.0 9.0 45.0 8.84 2,400 1,150 9.0 9.0 Lumpur, Malaysia Bank of the Southwest Tower, 386 tonne 387.8 1,167 332 7.0 7.0 55 0.08 0.035 22.0 N/A N/A 48.7 8.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 8.0 Houston, Texas, USA TMD Guiyang World Trade Center, 380.0 No Data No Data No Data No Data No Data No Data None No Data No Data N/A N/A N/A N/A 24.0 15.8 N/A N/A N/A 55.0 4.50 No Data No Data 6.9 6.9 Guiyang, China Empire State Building, New York, 376.8 No Data No Data No Data No Data No Data No Data None No Data No Data No Data No Data No Data No Data N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A No Data USA Amoco Building (Aon Center), 361.3 903 400 No Data No Data No Data No Data None No Data No Data N/A N/A N/A N/A N/A N/A N/A N/A N/A 57.2 3.05 No Data No Data 6.3 6.3 Chicago, Illinois, USA John Hancock Center, Chicago, 351.6 703 500 No Data No Data No Data No Data None 0.010 No Data N/A N/A N/A N/A N/A N/A N/A N/A N/A 48.8 13.20 965 No Data 7.2 7.2 Illinois, USA Central Plaza, Hong Kong 324.8 400 812 No Data No Data No Data No Data None No Data 10.0 N/A N/A N/A N/A 16.0 20.3 N/A N/A N/A 48.0 4.57 No Data 1,100 6.8 6.8 Allied Bank Plaza (Wells Fargo Plaza), 312.0 624 500 No Data No Data No Data No Data None 0.010 No Data N/A N/A N/A N/A 13.5 23.1 36.0 No Data 8.7 36.0 4.57 1,016 No Data 8.7 8.7 Houston, Texas, USA © MV | 22-02-21 Page 2 of 30 FEM Design Verification Checklist (World Building Structural Summary) Base Vertical Element Dimensions Base Vertical Element ULS Stress and Grade Building Structural Material Quantity Summary Column Wall Base Column ULS Stress Base Wall ULS Stress Building Steel Quantity and Concrete Volume Project Name Rebar Quantity and Tonnage Tendon Quantity and Tonnage Height, H Tonnage and Equiv.
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