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RAM Connection CONNECT Edition V2024| 763.1 mb
Languages Supported: English, Español, 中文 The Structural Products development team is pleased to announce the availability of RAM Connection 2024 (24.00.02.41) is steel connection analysis and design software for virtually any connection type.RAM Connection 2024 (24.00.02.41) - Release Date: September 2024Resolved Issues:(1527271) AISC Anchor Shear Breakout Groups: For parallel shear in AISC 318-11 and ACI 318-19, there was a glitch in the calculation for Case 3 configuration. This issue has been resolved, and now the shear breakout groups for both parallel and perpendicular shear are correctly calculated.(1524937) AISC Truss Gusset Effective Length Factor: Previously, the effective length factor for the bottom gusset was incorrectly considered as 1.0 for all cases. This has been fixed, and the factor is now correctly set to 1.2 for chevron configurations.(1500713) AISC Anchor Design: The tensile breakout calculations did not account for anchor spacing in custom configurations. This has been corrected, and spacing is now properly considered across all anchor setups.(1501456) Incorrect Bolt Row Warnings: Several single-plate connections across different codes displayed an incorrect limit for the minimum number of bolt rows in error messages. While the warnings were triggered correctly, the displayed limit was inaccurate. This has been fixed. (1487274) AISC Bolt Groups Tool: The number of shear planes was not being calculated correctly. This has been addressed, and the number of shear planes now accurately reflects the selected plates.(1503355) AISC Moment End Plate Knee Connection: The fillet weld length for transverse stiffeners in full-length stiffeners with horizontal alignment was not calculated properly. This issue has been fixed to ensure the correct weld length is considered.(1524023) AISC Flange Plate (Beam to Column Web Joint): Weld strength at the column web was not accurately accounted for in the design. The weld size for the column web is now properly included in the capacity calculations.(1519307) DXF for Cleat Angles: When the beam side was unbolted, the DXF file displayed a misleading dimension. This has been removed, and the DXF output is now consistent with similar connections.(1524206) Bolt Diameters Check for Seismic Provisions: Bolt diameter seismic provisions were not included in the seismic design for flange plates. This has been fixed and the check included.(1510046) CSA Base Plate Anchors: A warning was incorrectly triggered for anchors with shear lugs, even when no lug was present. This issue has been fixed, and the warning now behaves as expected. New tubular connections for mitred knee and beam and column splices joints for AISC360, CSAS16 and EN1993
New joint dialog default values according to the selected design code.
Figure 4. Default sections and materials according to design code Some connection enhancements like:- Moment end plates (bolted end plates) now allow 4 bolt column configuration (two at each web side) for all design codes.
Figure 5. Moment end plate with four bolt columns - Slope and skew angles were standardizes across all moment end plates for all design codes Resolved Issues:- Several items fixed for moment end plates when imported from a Limcon model.- AISC SCBF column-beam-brace brace expected strength being compared erroneously with overstrength combination loads. This is fixed now and the expected tensile and compressive strength are considered in the design correctly.- AISC double stiffener length not properly determined using the provisions. This is fixed for all possible doubler configuration for all moment connections.- AISC wall chord plastification references fixed for all AISC codes.- AISC hole types warnings for slotted holes where re-enabled for all bolted connections.- AS Welded beam to column weld capacity now is calculated using the simplified approach to match all other moment connections.- EN base plate fastener bearing area (Ah) is now calculated considering the head shape (i.e. square and hex). RAM Connection can check or design connections in seconds. Whether you design connections or need to check connections designed by the shop, RAM Connection is the software for you. In just one low-cost package, you get for steel frame connections the AISC ASD and LRFD, AS 4100-1998, BS5950-1, CSA S16-14, EN1993-EC3, GB50017 and IS800 connection design and optimization for shear and moment connections, braced frame connections, splices, and horizontal bracing connections. For truss connections you get the tubular connections design according to the AISC and the HSS Connection Design Manual. Through its seamless integration with the RAM Structural System, RAM Elements, and STAAD.Pro, RAM Connection raises the bar to a new level of productivity. All data regarding member sizes, joint geometry, and forces are transferred directly from either the RAM Structural System, RAM Elements, or STAAD.Pro to RAM Connection. Bentley Systems, Incorporated is the global leader dedicated to providing architects, engineers, constructors, and owner-operators with comprehensive architecture and engineering software solutions for sustaining infrastructure. Founded in 1984, Bentley has nearly 3,000 colleagues in more than 45 countries, $500 million in annual revenues, and, since 2001, has invested more than $1 billion in research, development, and acquisitions.Owner: Bentley Systems, Inc.Product Name: RAM ConnectionVersion: 2024 (24.00.02.41)Supported Architectures: x64Website Home Page : www.bentley.comLanguages Supported: multilanguageSystem Requirements: Windows *Size: 838.7 mb * System Requirements:
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