-
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
|
