FastBEAM™ Editor is a unique program that allows you to create NC1 files for structural components. For detailing directly from shop drawings the program offers a spreadsheet type data entry system which eliminates 'drafting'. You simply enter in the co-ordinates taken from the drawing. Or import CAD files including BoCAD, X Steel and DSTV. FASTBeam is developed by Georgia-Pacific Wood Products LLC. The most popular versions of this product among our users are: 9.0 and 10.0. The name of the program executable file is FB32.exe. The product will soon be reviewed by our informers. You can check Touchdown Madness, StuffIt Standard, Advanced Email Backup. For non-conforming situations, use FASTBeam® analysis and selection software or contact Georgia-Pacific. S Span Roof Trus Snow (115%) Roof Loading Rough Opening Roof Truss Span with 28 Soffit Assumed NOTES: 1. Required bearing length (based on 625 psi) is 3.09 unless the subscript + is shown. In that case, 4.59.
Should I remove FASTBeam by Georgia-Pacific? Learn how to remove FASTBeam from your computer.
• • • • BuildingOnline eUpdate News: Georgia-Pacific, Calculated • • • Georgia pacific fastbeam software Published: 14:48. • • • APS Physics DAMOP APS Fellowship Lung cancer is the leading cause of cancer death in the United States. It usually exhibits its presence with the formation of pulmonary nodules. Nodules are round or oval-shaped growth present in the lung.
Computed Tomography (CT) scans are used by radiologists to detect such nodules. Computer Aided Detection (CAD) of such nodules would aid in providing a second opinion to the radiologists and would be of valuable help in lung cancer screening. In this research, we study various feature selection methods for the CAD system framework proposed in FlyerScan. Algorithmic steps of FlyerScan include (i) local contrast enhancement (ii.
WOOD I BEAM™ JOISTS - Georgia Pacific - PDF Catalogues Whether you’re an architect or engineer sizing joists, beams, posts or studs, Forte® software performs load calculations and identifies solutions for the conditions and geometry you specify. Size for a specific spacing, member depth or just the best economical fit. Distinguished Lectures I: Current and Future Challenges in It was very interactive and more relaxed and informal than expected. We covered lots of topics in the time and the trainer was always receptive to talking more in detail or more generally about the topics and how they were related.
I feel the training has given me the tools to continue learning as opposed to it being a one off session where learning stops once you've finished which is very important given the scale and complexity of the topic. Wood I Beam™ joists deliver consistent stiffness and strength with dimensional stability that helps minimize floor squeaks and helps reduce callbacks.
A low-cost radio direction finding (RDF) VHF receiver has been investigated for development into a radio direction finding network (RDFN) with a particular focus towards public service and commercial asset tracking applications. The primary design criteria were reproducibility, low-cost, and simplicity such that public service and volunteer organizations can benefit from the technology. Two receiver designs were built and tested to allow for comparison of practicality, cost, and accuracy. A pseudo-Doppler RDF and a time difference of arrival (TDOA) receiver were built as proof-of-concept for a system design based on commercial off-the-shelf (COTS) components. The pseudo-Doppler system is a less. The standard method for speed control is the cruise control system built into most modern vehicles. These systems employ a PID controller which actuates the accelerator thus, in turn, maintains the desired vehicle speed.
The main drawback of such a system is that typically the cruise control will only engage above 75 mph. The goal of this paper is to describe a system which we used to control vehicle speed from a stop to any desired speed using an Arduino microcontroller and a CAN BUS shield, from where features can be built upon. With this system, we were able. Learn more about this interactive guide for software developers wanting to transfer information into Forte files from their own software applications. Investigation Of Mimo Communications, Rodrigo Mendez Olea, William C. Tran, Patrick C.
Kezer, Jean M. Whitmore 7567 California Polytechnic State University, San Luis Obispo Military and industrial use of smaller, more accurate sensors are allowing amounts of data to be acquired at diminishing costs during training. Traditional human subject testing often collects qualitative data from participants through self-reported questionnaires. This qualitative information is valuable but often incomplete to assess training outcomes. Quantitative information such as motion tracking data, communication frequency, and heart rate can offer the missing pieces in training outcome assessment. The successful fusion and analysis of qualitative and quantitative information sources is necessary for collaborative, mixed-reality, and augmented-reality training to reach its full potential. The challenge is determining a reliable framework.
Autonomous Speed Control For Kia Optima, Andrew J. Combs, Kyle Fugatt, Kevin McFall 7567 Kennesaw State University.
GP Lam® LVL Features & Benefits ■ ■ Resists shrinking, warping, splitting and checking 2.0E has exceptional design values for bending, stiffness and shear strength FiberGuard® sealant provides short-term protection from moisture during the construction phase Lengths: up to 60 feet. Referenced dimensions are nominal and used for design purposes. Available in 13⁄49 and 31⁄ 29 thicknesses (11⁄ 29 by special order), and depths from 31⁄ 29 to 249; for 31⁄ 29 thickness or other depths, contact GP for availability Available in value lengths from 248 to 488 (lengths up to 608 by special order) ENGINEERED. GP Lam ® LVL Bearing Details • Confirm the actual required bearing is provided by a support that has adequate strength to carry the load.
• Minimum bearing length for GP Lam LVL beams and headers is 11⁄29 for end and 39 for intermediate bearings. Size bearing for applied loads. • For fastening recommendations for multiple-ply GP Lam LVL members, see pages 47-48.
Beam-to-Beam Connection Bearing on Wood Column Bearing on Steel Column Face-mount hanger Top-mount hanger Wood column with column cap Steel column with column cap Hangers must be properly installed to achieve full capacity. Where column. GP Lam ® LVL Handling & Installation • GP Lam® LVL shall not be stored in direct contact with the ground and must be protected from weather. Provide air circulation under covering and around stacks of materials.
• Bundles must be stored level and must not be opened until time of installation. • Stack and handle GP Lam LVL flatwise. • Handlers and installers should use appropriate personal protective equipment such as gloves and goggles. An MSDS is available at www.buildgp.com. La Forteresse Suspendue Film Complet Youtube. • Engineered lumber must not be installed in direct contact with concrete or masonry construction or shall be protected. 2.0E GP Lam ® LVL Window and Patio Door Headers, 2-Story Span A ≤ Span B for table below Two-Story Applications This table shows the size (e.g.: 2–111⁄49 = 2 plies of 13⁄49 x 111⁄49) of beams needed to support the combined loads from a wall, second story floor (1⁄4 of total floor joist span) Roug and various roof truss spans with a 2* soffit.
If the soffit exceeds 2*, additional design is necessary. H Op enin g For non-conforming situations, use FASTBeam® analysis and selection software or contact Georgia-Pacific. Snow (115%) Roof Loading Rough Opening 208 Roof Truss Span with 28 Soffit Assumed NOTES. 2.0E GP Lam ® LVL Window and Patio Door Headers, Roof Only Roof Applications This table shows the size (e.g.: 2–111⁄49 = 2 plies of 13⁄49 x 111⁄49) of headers needed to support various roof truss spans with 2* soffit. If the soffit is greater than 2*, additional design is necessary. For non-conforming situations, use FASTBeam® analysis and selection software or contact Georgia-Pacific.
S Span Roof Trus Snow (115%) Roof Loading Rough Opening Roof Truss Span with 28 Soffit Assumed NOTES: 1. Required bearing length (based on 625 psi) is 3.09 unless the subscript + is shown.
In that case, 4.59. GP Lam ® LVL Roof Hip and Valley Beams Hip beam Roof rafter Valley beam Reaction D Post not shown at Roof rafter high end for clarity. Reaction A Post not shown at high end for clarity. 2.0E GP Lam LVL No. Of 13⁄49 plies Beam Depth Order Length Max.
A&C (lbs) Max. B&D (lbs) No. Of 13⁄49 plies Beam Depth Order Length Max. A&C (lbs) Max. B&D (lbs) Longest horizontal roof rafter span (L) No. Of 13⁄49 plies Beam Depth Order Length Max. A&C (lbs) Max.
B&D (lbs) No. Of 13⁄49 plies Beam Depth Order Length Max. A&C (lbs) Max. GP Lam ® LVL Bearing Length Requirements Support Material SPF South (335 psi) NOTES: 1. Minimum required bearing length is 11⁄29 for end bearings and 39 for intermediate bearings.
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Bearing across full width of beam or header is required. Table is based on moisture content being less than 16% for engineered lumber and not exceeding 19% for lumber.
Confirmation of structural adequacy of supporting member is required. GP Lam LVL beams and headers must be restrained against rotation at ends and supports. When plate material is of Southern Pine graded non-dense or of SPF. Allowable Horizontal Holes in GP Lam ® LVL GP Lam LVL beam Minimum clear distance between holes = 2 x diameter of the larger hole. Round hole(s) per table ALLOWABLE HOLE ZONE 1/3 depth 1/3 depth 1/3 span ALLOWABLE HOLE ZONE NOTES: 1. Hole(s) must be located completely in the allowable hole zone.
No rectangular holes are allowed. No more than three holes allowed per span. Table is valid for single and multiple span uniformly loaded beams only. Star Plus Serials Pyar Ka Dard Hai Online. Table is not valid for cantilever sections.
Hole location, clearance and the effects of beam deflection should be considered to avoid. Allowable Uniform Floor Loads (PLF) – 100% (Can be applied to the beam in addition to its own weight.) Condition Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int.
Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360. Allowable Uniform Floor Loads (PLF) – 100% (Can be applied to the beam in addition to its own weight.) 2.0E GP Lam® LVL Three 1 3⁄49 GP Lam LVL Span 68 Live Load L/360 Total Load End / Int.
Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int.
Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load End / Int. Bearing Live Load L/360 Total Load. All Georgia Pacific catalogues and technical brochures.
FastBEAM™ Editor is a unique program that allows you to create NC1 files for structural components.For detailing directly from shop drawings the program offers a spreadsheet type data entry system which eliminates 'drafting'. You simply enter in the co-ordinates taken from the drawing. or import CAD files including BoCAD, X Steel and DSTV formats.
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FastBEAM™ Editor presents your programmed part in graphic form allowing for precise checking of dimensions. Designed around a third angle orthographic projection (as generally standard within the European Steel Fabrication Industry), the part image you see will match conventional workshop drawings so there is no need to interpret between a machine view and the shop drawing.
FastBEAM™ Editor includes provision for mitre cuts and drill holes, and has checking facilities that ensures that holes are not drilled in incorrect locations such as too close to edges or web radius, or even other holes. FastBEAM™ Editor also has the provision to easily program flange and web copes, including 'manual' Copes where a coping function is not available on the machine. It does this by placing a drilled hole at the cope junction so it can be cut by hand without further laying out in the shop.
FastBEAM™ Editor includes a comprehensive catalog of sections in either inch or metric. This is especially useful for different manufacturers or imported sections. AISC standard connection drilling data for the ends of each section can be called up for a beam with just a few key-strokes.
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FastBEAM™ Editor highlights :
- Reads DSTV data from several structural detailing systems.
- Inch and MetricData with both fractional and decimal notation.
- Fast drawing take-off: familiar Windows interface and spreadsheet-like data entry.
- Full graphic display for easy dimension checking to ensure accuracy.
- Provision for drilled holes, penetrations & slotted holes.
- Automatic angle calculations (No more trig calculations).
- Easy to use Graphic Coping and Mitring makes programming a breeze.
- DSTV output. to produce NC1 files
CAD INTERFACEAs well as manual data input, FastBEAM™ Editor supports CAD data from many sources including BoCAD, X Steel and DSTV formats.