Did I Uncover a $100,000,000 Mistake with the Millennium Tower “Fix“?
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For engineers wishing to perform their own calculations:
Plate Material: ASTM A572 grade 50 (Per SGH Drawing Notes Sheet S001)
Plate Dimensions: 1-1/2“ x 6-1/2“ x 1’-1“ (Per SGH Sheet S502 - 2 Rods per plate)
Rod Tensile Load: 250 kips to 345 kips per rod (Per SGH Calculations Sheet 104)
Concrete Compressive Strength: 7000 PSI (Per SGH Sheet S001)
Revision Date of Referenced Drawings for 18 Pile Repair: 01-13-22 Signed by EOR
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𝙈𝙞𝙡𝙡𝙚𝙣𝙣𝙞𝙪𝙢 𝙏𝙤𝙬𝙚𝙧 𝙥𝙡𝙖𝙮𝙡𝙞𝙨𝙩:
𝘾𝙝𝙖𝙢𝙥𝙡𝙖𝙞𝙣 𝙏𝙤𝙬𝙚𝙧𝙨 𝙎𝙤𝙪𝙩𝙝 𝙥𝙡𝙖𝙮𝙡𝙞𝙨𝙩:
𝙊𝙣 𝙋𝙤𝙞𝙣𝙩 𝙥𝙡𝙖𝙮𝙡𝙞𝙨𝙩:
𝙊𝙣 𝙩𝙝𝙚 𝙅𝙤𝙗 𝙥𝙡𝙖𝙮𝙡𝙞𝙨𝙩:
𝙊𝙣𝙚 𝙤𝙣 𝙊𝙣𝙚 𝙥𝙡𝙖𝙮𝙡𝙞𝙨𝙩:
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