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Composite Steel Design
$395.00
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Product Description
Technical Specs
We Also Recommend
Product Description
Composite Steel Beam Design software designs and checks encased and composite beams using ASD and LRFD design codes. Both wide-flange and channel sections can be designed for full or partial composite action. Design considerations include shored /unshored construction, deflection checks, slab reinforcement at negative moments and more.
Technical Specs
Technical Specifications:
Designs and checks using both ASD and LRFD design codes.
Beams can be wide flanges or channels.
End conditions include pinned supports, fixed supports and cantilevers.
Beams can be Non-composite, Encased-Unshored, Encased-Shored, Composite-Unshored and Composite-Shored.
Slabs can be designed with or without a metal deck.
Both Long-term and Short-term deflections are computed.
Slab reinforcement over supports can be input to accommodate negative moments due to continuity.
Cover plates can be added to the bottom flange to increase the section's capacity.
Load input includes concentrated, uniform, linear and triangular force distributions. End moments can be input to account for continuous spans.
User-defined load combinations
Reports are in Microsoft Rich Text Format, which works with Microsoft Word and is recognized by nearly every word processor.
Printable shear and moment diagrams.
US customary and metric units
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Composite Steel Beam Design software designs and checks encased and composite beams using ASD and LRFD design codes. Both wide-flange and channel sections can be designed for full or partial composite action. Design considerations include shored /unshored construction, deflection checks, slab reinforcement at negative moments and more.
Technical Specifications:
Designs and checks using both ASD and LRFD design codes.
Beams can be wide flanges or channels.
End conditions include pinned supports, fixed supports and cantilevers.
Beams can be Non-composite, Encased-Unshored, Encased-Shored, Composite-Unshored and Composite-Shored.
Slabs can be designed with or without a metal deck.
Both Long-term and Short-term deflections are computed.
Slab reinforcement over supports can be input to accommodate negative moments due to continuity.
Cover plates can be added to the bottom flange to increase the section's capacity.
Load input includes concentrated, uniform, linear and triangular force distributions. End moments can be input to account for continuous spans.
User-defined load combinations
Reports are in Microsoft Rich Text Format, which works with Microsoft Word and is recognized by nearly every word processor.
Printable shear and moment diagrams.
US customary and metric units
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