Version 14.04 of the RAM Structural System V8i contains several significant enhancements.
Hanging Columns
- The ability to model, analyze, and design hanging columns has been incorporated.
- Hanging columns can be steel I-shapes, channels, angles, double angles, tees, rectangular HS, round HS, round bars, and flat bars. Hanging columns can also be concrete rectangular and round shapes.
- Hanging columns can be sloped.
AISC 360-10
The design and analysis requirements of AISC 360-10 Specification for Structural Steel Buildings, including the Direct Analysis Method, have been implemented.
IBC 2009
The pertinent requirements of IBC 2009, based on ASCE 7-05, for Live Load Reduction, Wind Loads, Seismic Loads, Response Spectra, and Load Combinations have been implemented.
BS 5950 Amendment 1
When selecting BS 5950:2000 as the design code, an option is given to apply the Amendment 1:2010 requirements. This has an impact on composite beam design, especially the capacity of shear connectors and the minimum percent composite.
Eurocode
The implementation of the Eurocode has been expanded:
- EC 2 in RAM Concrete Shear Wall module
- EC 3 Baseplate design in RAM Steel Column module
- EC 3 Joint Checks in RAM Frame Steel Standard Provisions module
ISM
Models can now import to and export from ISM repositories, providing interoperability with other Bentley and third-party programs. The Change Management system provided with ISM identifies changes made to the model, allowing for the changes to be accepted or rejected before re-importing a model.
Steel Beam Code Check Colors
Beams can be displayed in colors based on the demand-to-capacity ratios for strength, deflection, and the controlling value of the two. The value of the ratios can be displayed.
Shape Orientation Graphic
When adding columns in the Modeler, the selected Shape is shown in the Orientation options. Previously, an I-shape was shown regardless of the Shape selected.
Live Load Reduction for Walls
The Live Load Reduction requirements of all of the building codes implemented in the program are now available for Walls under one-way decks. The Live Load Reduction percentages are automatically calculated and applied to the Live Loads. In lieu of the automatically calculated reduction percentages, user-specified reduction percentages can be assigned to walls supporting either one-way or two-way deck.
Star Seismic Buckling Restrained Braces
Star Seismic Buckling Restrained Braces can be assigned, analyzed, and designed. The Axial Stiffness Modifier is automatically calculated. The braces are checked per the requirements of AISC 360 Specifications and AISC 341 Seismic Provisions.
Moment Frame Connection Type
Standard and special connection types can be assigned to beams for the beam-to-column connection. These include:
- The standard Fixed or Pinned condition
- Springs defining the Major Axis rotational stiffness. This can be a specific spring stiffness value or a percent of the beam stiffness
- Custom connections defined as a length and stiffness modifiers. This is useful for the analysis of beams using proprietary connections or for haunched beams. The beam design is based on the member forces out at the distance (length of connection) specified
- Reduced Beam Section (RBS). The option is now given to explicitly include the effects of the reduced properties in the analysis of the frames. As was done in previous versions, the frame is checked per the requirements of AISC 360 Specifications and AISC 341 Seismic Provisions for an RBS
- SidePlate. The proprietary SidePlate connection can be specified. The stiffening effects of the side plates are automatically determined and included in the analysis. The beam and column design is based on the moments at the faces of the plates, the frame is checked per the requirements of AISC 360 Specifications and AISC 341 Seismic Provisions
RAM Frame
- Gravity Loads: In order to more correctly determine the gravity loads on Lateral Frame members in concrete structures with two-way slabs, an option to include the gravity framing in the gravity load case analysis is now available.
- Cracked Factor for Walls: There are now two cracked factors that can be designated for walls, one for the in-plane stiffness and one for the out-of-plane stiffness. Also, the method of applying the cracked factors has been improved, applying them to the stiffness rather than to the thickness used in calculating the stiffness (which overestimated the effects of cracking on the out-of-plane stiffness)
- Nodal Mass in Z-direction: An option has been added to include the nodal mass in the Z-direction in dynamic analyses. Except for buildings with large cantilevering areas this option is generally not necessary
- Large Models: Improvements in the solver result in faster analysis of large models
RAM Concrete
- Concrete Beam Reinforcing Elevations: An option to create DXF drawings with detailed elevations of the concrete beam reinforcing has been added. These can be created as an alternative to the Schedules previously available