""L=33.10"" — Epstein Files Search

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3 results for “"L=33.10"”

EFTA01189183Set 9

2014-03-032p490w

/33.50K 2x25 At 14:02 Vol 196,450 C 35.37Q H 35.48Y L 33.10D Val 6.719M RI US Nulty 99 Save As 99 Actions - 97) ladterTh

https://www.justice.gov/epstein/files/DataSet%209/EFTA01189183.pdf

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EFTA00619838Set 9

2013-03-196p1,345w

Dead Load Factor AXIAL LOADS ... Axial Load at 9.0 ft, D=29.80, L=33.10 k DESIGN SUMMARY Bending & Shear Check Results PASS Max Axial+Bencing Stress Ratio = 0.9540 : 1 Maximum

https://www.justice.gov/epstein/files/DataSet%209/EFTA00619838.pdf

EFTA01452808Set 10

/33.50K 2x25 H 35.48Y L 33.10D Val 6.719M 9$ Save As 9$ Actions - 97) Edit - 9$ Table line Chart Amun a " 2Y 5Y Max Daily • t Security/Study

https://www.justice.gov/epstein/files/DataSet%2010/EFTA01452808.pdf

Corpus: 1990-03-17 – 2025-12-01

March 2014

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Results by Dataset3 total

Set 9

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Set 10

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