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Designs or analyzes any I shape
beam or any cap channel and beam combination
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Design based on ASD, AISC 1989
edition and AISE report 13
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Beam can be a hot rolled
section or three plate I shape girder
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Hot rolled section can be Wide
Flange or Standard Beam
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Plate girder can have unequal
flanges to optimize design
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Beam can be run with or without
cap channel
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Calculates any beam cross
section combination
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Calculates actual wheel load
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Fatigue design, calculates
stress ranges and design for it
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Weld design, continues
or
intermittent weld
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Deflection design, calculate
actual deflections and report them
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Calculates actual reaction
bearing requirements
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Designs for any steel yield
stress
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Designs end stiffeners as
needed or force stiffener design
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Uses your wheel load or the
program's
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Can change the combined stress
factor ratio
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Checks the clearance between beam top flange and cap channel (figure
2)
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Recommends standard deflection
limits, which can also be overridden
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Recommends standard impact
factors for different crane systems
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Crane
systems
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Monorail
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Under-hung
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Top running, including cab or pendant operation
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Clamshell bucket, magnet, ladle, stacker systems and more
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Has two different impact
factors for single crane and multiple crane bridge cases
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Handles and runs up to four
different crane bridges at the same time
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Every crane bridge can carry up
to two different hoists fig. 3
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Every crane bridge can have two
or four wheels at end truck. (figure 3)