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AISI beam column design with lateral torsional buckling

Machine-extracted title · confidence 90%

Engineering calculation sheet for beam column design addressing lateral torsional buckling at World Trade Center.

NYC-WTC_000166793–000166798

Folder label: “AISI Beam Column Design with Lateral Torsional Buckling

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Scanned page image, NYC-WTC_000166795
OCR text

OCR status: ok · source: pdftotext

NYC 9/11 Public Portal Document

BY mSBNKE HAYPEE COKNELL AECHnEoTSiAL KO. 0?0l ■ tlis/MS SERIES *4 WBT OnSMANlTABT

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AXs m. WMWO 14« aM-7ia HetaM'iin

LOW RANGE BLAST / SINGLE SWING UL RRE LABELED / DOOR AND FRAME ASSEMBLY

OPTIONAL 100 $QJN. NOTES; VISION UTE AVaILASLE ^A—H t, Ths door and koms art dtsijnsd Io withstand on JAM* WlPTM oquivgltnt total tiotc load OS llstsd btlow. i 2, All Bipostd surtacss or door and Iranis to rtctivt

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equal

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LJ IbOUYxM Ck«V«K^ LJ VMeUek**< MTAIU LJ BIM-T-AM tHfeVM.

JAMB MAXMUM MAXAMR M07B WAU ANOHORABE MOOEL OPCMNQ SEA-nm UL uraEAma LABEL DOOR LOOK QTY. DOOM «2£ AND bOCATTOH TO NUMBER BQ ncsauRE nCMHME IMCK rvre worn WaOHT HDeraMMDBY 36 K 84 576 R$r 3i2 rsr 3 210 OVBVTB DBStON 3 HP. OVERLY 247 ■wmBEna 36 K 96 504 PSf 273 psr 4 URB 40 X 92 473 rSF 256 PSF ‘A' b-5/r OOUBLX 303 ♦a K 84 4S2 PSf 234 PSF AUGHT 3 313 MAX, LOCK 320 48 X 96 378 PSF 204 P5F 4

1

NYC-WTC_000166795

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NYC-WTC_000166795Source: NYC Law Department, mirrored locally

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