American Bridge — Public Records

← Rubio, Marco

Structural Calculation — Canam Steel, West Miami Six Model B (2005)

6060 SW 13 Clients Ferro Miami-Dade County Building Department Rubio Lobbyist Documents

Open / download PDF

Document text

Page 1
Project: WEST MIAMI SIX MODEL B Mark: D04 07/24/05 05/2014 canam steel Allowable deflection under live load = 0.63 in (L/240) RB Deflection, Beam Formula, 1.7 with Coeff = 0.19 in (L/477) RB Deflection, Beam Formula, 1.7 with Coeff = 0.24 in Required number = 0.44 in P O R C H I N M M M M M E [Plate] Left Reaction = 5.37/ 0.00 k/lf UNSUPPORTED MOMENT P = Load or web-length Left Reaction = 0.89/ 0.00 k/lf EFF. depth = 18.42 in REQUIRED MOM EFF. width = 12.00 inches 30. Tension, Compression. Top Rebar Bot. Rebar Steel Fcrack Fbar Icr Ig Ieff Deflection 1.0 0.00 -7.70 0.00 0.10 2"-4" 1.1 0.00 -7.70 0.00 0.14 0.11/0" 1.2 0.00 -7.70 0.00 0.17 0.11/0" 1.3 0.00 -7.70 0.00 0.21 0.11/0" 1.4 0.00 -11.64 0.00 0.27 0.11/0" 1.5 0.00 -11.64 0.00 0.33 0.11/0" 1.6 0.00 -11.64 0.00 0.39 0.11/0" 1.7 0.00 -11.64 0.00 0.45 0.11/0" 1.8 0.00 -11.64 0.00 0.51 0.11/0" 1.9 0.00 -11.64 0.00 0.57 0.11/0" 2.0 0.00 -11.64 0.00 0.63 0.11/0" 2.1 0.00 -11.64 0.00 0.69 0.11/0" 2.2 0.00 -11.64 0.00 0.75 0.11/0" 2.3 0.00 -11.64 0.00 0.81 0.11/0" 2.4 0.00 -11.64 0.00 0.87 0.11/0" 2.5 0.00 -11.64 0.00 0.93 0.11/0" 2.6 0.00 -11.64 0.00 0.99 0.11/0" 2.7 0.00 -11.64 0.00 1.05 0.11/0" 2.8 0.00 -11.64 0.00 1.11 0.11/0" 2.9 0.00 -11.64 0.00 1.17 0.11/0" 3.0 0.00 -11.64 0.00 1.23 0.11/0" 3.1 0.00 -11.64 0.00 1.29 0.11/0" 3.2 0.00 -11.64 0.00 1.35 0.11/0" Bottom Chord 1.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Top Chord 1.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5