RAM Structural System 2024 v24.00.02.51 Win x64 English

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Free Download RAM Structural System 2024 v24.00.02.51 | 1.0 Gb
The Structural Products development team is pleased to announce the availability of RAM Structural System 2024 v24.00.02.51. This software provides you a complete solution for analysis, design, drafting, and documentation for steel and concrete buildings, foundations, and even individual structural components; all in compliance with your local building codes.
Owner:Bentley Systems, Inc.
Product Name:RAM Structural System
Version:2024 (24.00.02.51)
Supported Architectures:x64
Website Home Page :www.bentley.com
Languages Supported:english
System Requirements:Windows *
Size:1.0 Gb

RAM SS 2024 (24.00.02) Release Notes - Release Date: December 2024
Bentley application versions are now identified by the year of release. This is a minor release including some enhancements to RAM Structural System 2024.
Important Notices: File format conversion from version 24.00.00 or 24.00.01 is not required
Enhancements
- Updated UK Steel tables. Master and Design steel tables updated based on BS EN 10365: 2017 and BS EN 10056-1: 2017 and including the latest Hot-Rolled (BS EN 10210-2: 2006) and Cold-Formed (BS EN 10219-2: 2006) hollow structural sections from the Interactive Blue Book.
- ASCE 7-22 Wind Load cases are now available in RAM Frame.
- ASCE 7-22 Seismic Equivalent Lateral Force and Dynamic Response Spectrum load cases are available including the option to look-up seismic coefficients based on location using the USGS Hazard tool.
- Modeler Datacheck report has been included in the new report viewer making it easier to generate a pdf or copy warnings from the report. The Data check report can also remain open while changes are made to the model.

This version corrects some significant errors, described below. We know errors are disruptive, we apologize for any inconvenience this may cause.
RAM DataAccess
Reading or writing a RAM SS model database using RAM DataAccess methods, e.g. with a macro enabled VBA file, left a stranded file in the working directory. If this file.db.sq3 file remains in the working directory subsequent attempts to open and edit the model fail.
Effect: VBA Macro enabled custom spreadsheets would require the user to clean out the working directory before updating any model.
Steel Column
CRASH USING VIEW/UPDATE ON TENSION COLUMNS: With AISC 360-16 or AISC 360-22 code, when using View/Update or the Column Design Report on a steel gravity column with net tension (typically due to the back-span uplift of a cantilever beam) a crash in the RAM Steel Column module would occur.
Effect: Crash could be avoided by adding a small amount of gravity load to keep the column in compression.
Frame - Analysis
REDUNDANT SEISMIC LOADS USING ORTHOGONAL EFFECTS: When generating ASCE 7 seismic loads with additional loads for orthogonal effects, and without considering negative direction loads for models with tension-only bracing, some of the generated loads were equal and opposite to other load cases leading to redundancy in generated load combinations.
Frame - Seismic Provisions
INCORRECT STATUS COLOR FOR COLUMN SLENDERNESS: In Seismic provisions mode, the column slenderness check did not correctly update the overall section check status flag. This failed to capture the failure status of the flange or web slenderness check when only one fails. The program would paint the column green and indicate a green traffic light when one of the slenderness limits failed the "Basic Requirements" section. This affected BRBF and SCBF columns using AISC 341 16 or AISC 341-22.
Effect: The design reports were correct, but the passing status color could give the wrong status for slender columns.
Concrete Wall
INCORRECT SPECIAL WALL REINFORCED SHEAR STRENGTH: In RAM Concrete Shear Wall design, for Special Concrete Shear Walls, the in-plane shear capacity, Vn, based on ACI 318-19 Eq 18.10.4.1 was too low. and overly conservative. The error was due to a units problem with f'c. The problem also affects ACI-318-14. There was no problem using Ordinary shear walls, and there was no error when the upper bound limit on Vn controls (i.e. 8 * root (f'c) * Area from Eq. 18.10.4.4).
Effect: Overly conservative shear strength calculation.

TheRAM Structural Systemis powerful and versatile special purpose software for the analysis and design of building structures. It is useful in the design and analysis of commercial, institutional and industrial buildings. The RAM Structural System includes the following modules: RAM Manager, RAM Modeler, RAM Steel Beam and Column, RAM Frame, RAM Concrete, and RAM Foundation.
RAM Structural System Steel Tutorial
Basic tutorial on inputs for a gravity model for a steel framed building using Bentley's RAM Structural System.
Bentley Systems, Inc.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.

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