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Okaloosa County BOCC — February 4, 2014 — Shalimar (229025) AWS SA (Passing) 12-3-13 — reading text

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0.9743   3.25  in 2 Nth  :Net area of bolts 4  Rnt  Fubolt  An  324.768  kip :Nominal Tensile Capacity ϕt  Rnt  259.815  kip η  0.5 :Variable for anchor bolt detail Vu Pu  η  89.7  % :Anchor Bolt Usage ϕt  Rnt Prepared By: 3 of 4 Job #:10010333 Destek Engineering, LLC Date: 11/7/2013 5:49 PM Client: PM&A CALCULATION SHEET Site ID: Shalimar Base Plate Check Fcompression  232.8kip Mbp  Fcompression  d  814.8  kip  in 2 1 3 S  w  t  S  12.938  in 6 :Elastic Section Modulus My  S  Fbp My  776  kip  in :Elastic Capacity 2 w t 3 Z  Z  19.407  in :Plastic Modulus 4 Mp  Z  Fbp Mp  1164  kip  in Plastic Capacity Mp  1.5  My if Mp  1.5  My Mp  1164  kip  in Mp otherwise ϕb  Mp  1048  kip  in Mbp Usage   78  % ϕb  Mp Prepared By: 4 of 4 Job #:10010333 Destek Engineering, LLC Date: 11/7/2013 5:49 PM

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