STEEL FRAME ANCHOR BOLTS ENGINEERING AND 3D

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STEEL FRAMESTRUCTURAL FRAMING SPECIFICATIONSAll EcoSteel systems start with a steel frame to providmaximum strenght and design flexibility. All parts arepre-cut, pre-drilled and numbered for rapid onsite assembly. Our clear-span curtain wall structure eliminates theneed for load-bearing interior walls, freeing up space andenabling creative, cutting-edge designs.Description: A horizontal or vertical structural memberwhich supports roof/ wall panels and is in the shape of aCee or Zee.Guage: 14Depth: 4", 6", 8"The exterior skin is smooth as a standard and availableembossed as an option. The interior skin is embossed only.Finish: Red Oxide PrimerFasteners: BoltsLimitations: Designed to meet specific load criteria.

STEEL FRAMESTEEL FRAME FEATURES AND BENEFITSFEATUREBENEFIT1.EZ purlin ½" variance in flange width & 50degree angled stiffener lip1. Allows easy placement of purlins and easy installation and greater stability2.Nominal purlin spacing of 5'2. Economical design3.50 combinations of size, gauge, spacing andlap length3. Optimum design and economical pricing4.Continuous purlin lap lengths of 1' 2 ¾", 2' 5¾", 3' 8 ¾"4. Optimum design and economical pricing5.Pre-painted, factory baked red oxide finish.5. Smooth, attractive appearance, improved adherence & durability. Therefore, no paint sticking problems.6.Purlin clips welded to frame6. Rest point during erection, quicker erection, reduces purlin roll underheavy loading, & increases stiffness.7.Optional Galvanized finish.7. Meets specifications, greater resistance to some corrosive atmospheres8.Tabbed sag angles are used with standingseam options/systems8. Reduces purlin roll, increases stiffness, ease of erection, greater stability,and increased load capacity9.Easy purlin identification (triangle)9. Ease of erection10.Members of LGSI10. Meets specifications

ANCHOR BOLTSANCHOR BOLT PLANSProper anchor bolt placement is a critical component ofTYPICAL ANCHOR BOLT PLAN20’-0”project during the engineering phase.Back SidewallSteelLine20’-0”anchor bolt plans are developed by EcoSteel for each1’-4”examples for anchor bolt placement, but the finalSteelLinethe EcoSteel system. We have provided some typical80’-0”Right Endwall20’-0”20’-0”*NOTE: At rigid endwalls, 1’-4 is standard setback. This20’-0”low sidewall the bottom of the page.20’-0”2. Typically single slope buildings are shown with theLeft Endwall80’-0”1. Standard Orientation Shown20’-0”crane volume depths on crane jobs.1’-4”20’-0”dimension will sometimes increase due to �-0”20’-0”Front Sidewall20’-0”SteelLineSteelLine

ANCHOR BOLTSSIDEWALL OR ENDWALL COLUMN SETBACKCOLUMN AT FINISH FLOORSteel Line (Outside Face of Wall Girts)10” Outset Girts (Outset Standard at Sidewall)8” Outset Girts (Outset Standard at Sidewall)8” and 10” Inset Girts (Inset Standard at Endwall)10”8”1”Straight orTapered Columns4”4”4” at Sidewall Columns4” at Endwall ColumnsColumnFinishedFloor

ANCHOR BOLTSBASE PLATE WITH GROUT REQUIREDCOLUMN BASE POCKETShim PlatesColumnFinishedFloor3” ClearAll AroundBase PlateVariesNOTES:1.Columns may be placed in pocket to conceal baseplate and anchor bolts.2.This condition must be specified during the designphase. The standard condition is for the base plateto be at finished floor.3.Anchor bolt length to be determined by foundationengineer for appropriate reacations and foundationconditions.See BelowColumn FlangeTop ofConcreteFor 3/4”, 1”, and 1 1/4” bolt diameters a 3”projection (minimum) from the bottomof the baseplate is required.VariesShim Platesif RequiredAnchor bolt diameter is specifiedby EcoSteel. Length of embedmentand anchorage details are by thefoundation engineer.

ANCHOR BOLTSFIXED BASE POST & BEAM CORNER COLUMNS(BYPASS GIRT CONDITION)BUILT - UP RIGID FRAME SIDEWALL DETAILSA A 8”, 10”, 12”B “A” Minus 2”0” – Flush1” – Inset8” – 8” Bypass Girts10” – 10” Bypass Girts12” – 12” Bypass Girts

ANCHOR BOLTSPIPE & TUBE INTERIOR COLUMNSPIPE & TUBE INTERIOR COLUMNS

ANCHOR BOLTSSIDEWALL PORTAL FRAMESBUILT-UP INTERIOR COLUMNSO.A.L.RigidFrameColumn* If RequiredPortal FrameColumnOf FrameSidewallOf Frame

Portal Frame Column Sidewall Rigid Frame Column O.A.L. * If Required Of Frame Of Frame STRUCTURAL FRAMING SPECIFICATIONS All EcoSteel systems start with a steel frame to provid maximum strenght and design flexibility. All parts are pre-cut, pre-drilled and numbered for rapid onsite assem-

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Asm mean tensile area of anchor bolt (in. 2) D bolt diameter (in.) Dw diameter (in.) of the washer or anchor plate, where a continuous template or anchor plate is used for a group of anchor bolts. The washer diameter may be taken as the diameter of a circle concentric with the bolt and inscribed within the template or anchor plate.

INSTALLING ANCHOR WINCH ON BOAT DECK The anchor winch can be installed on the fore or aft of the boat. To install the anchor winch, follow these steps: 1. Locate the winch on deck in desired location. The anchor roller must extend over the edge to allow the anchor to clear the deck when it is docked in the anchor roller. 2.

of the torpedo anchor and deep penetrating anchor. Ehlers et al. (2004) have suggested that the following anchors are suitable for taut-leg mooring of deepwater floating systems where the anchor has to withstand significant pull-out forces: suction caisson anchor, vertically loaded anchor, suction embedded plate anchor and torpedo anchor.

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