Engineering Report — Canam Steel, West Miami Six Model B (2005)

Mark: J02 canamsteel Project: WEST MIAMI SIX MODEL B 01/24/05 17:07:29 - Frequency 4.1 Hz. BRIDGING Maximum spacing between rows of bridging Laterals supports @ Top Chord: Roll Bars spaced at 21" C/C (533 mm). @ Bottom Chord: ==> 3 Row(s) Minimum POSITION @ Bottom Chord 10'-8 1/2" 16'-8 1/2" 22'-8 1/2" V3.6.3.1 Keep 1/3 stress increase for wind: No Fabrication code unless noted -LL = 2 angles short legs back to back, -U = 1 U profile, BL = 2 angles welded in box, BR = Round bar UU = 2 U profiles one inside the other, CL = Crimped angle The welding length of web members is calculated according to non continuous joints. It is shorter for continuous joints. CONCENTRATED LOADS ( indicates that the conc. load is not directly on the panel point.) Span: 1 Main Joist, 2 Left Extension, 3 Right Extension Side: Both Sides, Near Side, Far Side Holes Top Chord with Holes at Conc. Loads Definition of the categories (Cat.) 0-6: 0 = transfered by an additional member 2 = anywhere within a panel 4 = anywhere along the joint 6 = within a panel with no reinforcement Chord: 1 Top, 2 Bottom Inclination (Incl.): 90 = Vertical, 0 = Horizontal Projets no.: H4183-531 376 (266.32) / 391 (272.06) 1 = within a panel with no reinforcement 3 = at any panel point along the joist 5 = transferred by an additional member and lateral support lateral support Composite (Comp): 0 = standard, 1 = non-composite Designer: Lois Avramidos Area to Paint: 58.04 pi2 Shop: Jacksonville [Sales] Material Sort: Weight 5 7/29