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Lighting Calculation Programs Manual And Guide#

Lighting Calculation Programs Manual And Guide

In the meantime, the StructuresDesign Office is evaluating several options including migrating to Mathcad Prime 7.0 and other software.Please visit PTC Website (mathcad.com) for more MathcadEvaluates the construction stability and temporary bracing requirements of simple span pretensioned beams (uniform shapes: Florida-I and AASHTO Type II) in accordance with AASHTO LRFD, FDOT Structures Manual and Guide Design SpecificationsBiaxial Column: analyzes arbitrary reinforced or prestressed concrete shapes providing the 3D interaction diagram.Note: Java required. Install both 32-bit and 64-bit Java from theFDOT Standard Plan Index 400-289 (formerly Index 289) to design concrete box culverts, wingwalls, headwalls, and cutoff walls in accordanceWith the AASHTO LRFD Bridge Design Specification.FB-MultiPier is a nonlinear finite element analysis program for analyzing bridge pier structures and is supported and available from the University of Florida Bridge Software Institute.Calculates live loads for truck, truck train, lane, partial lane, and permit loads in accordance with the AASHTO LRFD Bridge Design Specification.FDOT Standard Plan Index 450-010 to 450-299 (formerlyIndex 20010 to 20299) to design simple span prestressed beams(Florida-I, AASHTO, Florida Bulb-T, Florida-U, Florida Double-T, Flat Slab, Inverted-T, FSB) in accordance with the AASHTO LRFD Bridge Design Specification.Analyzes and designs fixed or pinned bent caps, including lateral loads, in accordance with the AASHTO LRFD Bridge Design Specifications.FDOT Standard Plan Index 400-010 (formerlyIndex 6010) to design and analyze cast-in-place retaining wallsIn accordance with the AASHTO LRFD Bridge Design Specification.Performs a vessel collision risk analysis in accordance with the AASHTO LRFD Bridge Design Specification.FDOT Standard Plan Index 700-040 (formerlyIndex 11310) to analyze cantilever sign tri-chord truss structuresIn accordance with the AASHTO LRFD LTS Design Specification.Analyzes overturning and torsion in drilled shaft foundations constructed in sand or clay in accordance with AASHTO LRFD LTS Design Specification.FDOT Standard Plan Index 700-020 (formerlyIndex 11200) to design ground signs in accordance with the AASHTOAnalyzes rectangular spread footings for sign and signal structures in accordance with the AASHTO LRFD Bridge Design Specification.FDOT Standard Plan Index 700-010 (formerly Index 11860) to design single column ground signs in accordance with the AASHTO LRFD LTSFDOT Standard Plan Index 700-041 (formerlyIndex 11320) to analyze span sign tri-chord truss structuresFDOT Standard Index 634-001, 641-010 and 649-010 (formerlyIndex 17727, 1773) for the design and analysis ofTraffic signal supports consisting of dual cables connected to steel or concrete strain poles in accordance with the 5th Ed. AASHTO LTS Design Specification. Available from the University of Florida Bridge Software Institute.FDOT Standard Plan Index 649-031 (formerlyIndex 17745) to design cantilever signal support structuresFDOT Standard Plan Index 649-030 and 649-031 (formerlyIndex 1775) to design FDOT Standard cantileverSignal support structures in accordance with the AASHTO LRFD LTS Design Specification.FDOT Design Standard Index 17745 (FY2016-17) to designCantilever signal structures in accordance with the AASHTO LTS Design Specification, 6th Ed.

Differences in calculation precision (meshing). Luminaire family geometry versus AGi32 luminaire symbol Holes are cut for face-based fixtures in RevitSize of a Room or Space is a net measurement affected by drywall thickness However, given equivalent input data, calculated values are within +/- 2% and computation time is similar.Most discrepancies between the two programs can be attributed to modeling differences:In most cases (surface geometry in) the Revit model is significantly different than the AGi32 model AGi32 has been validated using CIE-171 and has been privately tested in countless real-world applications.There can be potential differences in calculated values when comparing ElumTools results to those from AGi32.