Bentley RAM Connection offers the best flexibility for the design of different shear, moment, braces, splices and base plates connection types. Perform analysis and design of virtually any connection type and verify your connections in seconds, all with comprehensive calculations, including seismic compliance. Increase your productivity with optimized workflows and full integration of 3D design models, including the ability to customize the application with your preferences. Efficiently design and optimize a myriad of connections included in the AISC (ASD and LRFD), EC3, IS, GB, and BS specifications. Quickly complete all your connections, such as shear and moment connections, braced frame connections, column/beam splices, and base plates.
Capabilities:
- Comply with seismic requirements
Design and detail seismic force-resisting systems, generating seismic loads according to the relevant building code. Consider these forces in the design of elements and, where applicable, the design of frames and the larger structural system. Enforce the ductility requirements of the selected design code in element proportioning and detailing.
- Design structural steel connections
Design and detail structural steel connections, including beam-to-beam, beam-to-column, brace end, and complex multi-member connections. Simplify the arrangement of plates, stiffeners, bolts, and welds with a comprehensive library of standard connection types. Easily compare the economy and practicality of connection scenarios.
- Design to international standards
Extend the reach of your business practice and take advantage of global design opportunities by using a wide range of international standards and specifications in our design products. Complete your designs with confidence thanks to extensive support of international standards.
- Produce structural design documentation
Generate structural design documents including necessary plans and elevations that are used to convey the design intent. Changes made to the 3D model are automatically updated in the documentation.
- Produce structural details
Produce detailed 2D drawings directly from design results established in the structural model. Customize the style and format of the drawings using settings offered within the software.
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CEB Bulletin No. 235 Serviceability Models - Behaviour and Modelling in Serviceability Limit States including repeated and sustained loads - Progress Report
Edition: 1st Publish Date: 1997 ISBN: 978-2-88394-034-5 Published By: CEB-FIP Related Links:
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Could you please share the following guideline?
Title: Guidelines for Evaluating the Performance of Highway Sound Barriers
(ISBN-13) 978-0-7844-0199-6
(ISBN-10) 0-7844-0199-3
Published by: ASCE - American Society of Civil Engineers, Reston, VA
Published year: 1996
Abstract: Prepared by the Highway Innovative Technology Evaluation Center, a CERF Service Center.
This report presents the HITEC evaluation plan for U.S. Gypsum's Sight and Sound Screen. The Sight and Sound Screen is a post-and-panel wall system designed to act as a sight and sound barrier for highways and as a privacy system for residential and commercial property owners. The HITEC evaluation will measure the performance of the barrier against the criteria presented in this report, which reflect the needs of the highway community. Although this evaluation plan was tailored to one product, as a service to state and local transportation officials the report was expanded to provide guidelines that can be adapted for use with other types of sound wall systems.
(1) EN 1993‑1‑8 provides rules for structural design of joints subject to predominantly static loading using all steel grades from S235 up to and including S700, unless otherwise stated in individual clauses.
NOTE As an alternative to the design rules provided in Clause 9, the design rules given in CEN/TS 1993‑1‑8011 “Eurocode 3: Design of steel structures — Part 1-801: Hollow section joints design according to the component method” can be used.
(2) The provisions in this document apply to steels complying with the requirements given in EN 1993‑1‑1 and to material thickness greater than or equal to 3 mm, unless otherwise stated in individual clauses.
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Classification and other requirements are specified for numerous grades of flux cored and metal cored stainless steel electrodes and rods. New classifications include a duplex alloy and three high carbon classifications not previously classified. New classifications also include all of the metal cored electrodes that are currently in A5.9/A5.9M. In the next revision of A5.9/A5.9M these metal cored electrodes will be deleted from that specification.
Designations for the flux cored electrodes and rods indicate the chemical composition of the weld metal, the position of welding, and the external shielding gas required (for those classifications for which one is required). Designations for the metal cored electrodes indicate the chemical composition of the weld metal only.
The requirements include general requirements, testing, and packaging. Annex A provides general application guidelines for individual alloys and other useful information about welding electrodes. ANSI Approved. approx. 70 pages. ISBN: 978-0-87171-800-6
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This document presents a detailed discussion of the metallurgical characteristics and weldability of many grades of austenitic stainless steel used in piping and tubing. The delta ferrite content as expressed by ferrite number (FN) is explained, and its importance in minimizing hot cracking is discussed. Several figures and tables illustrate recommended joint designs and procedures. Annex A presents information on the welding of high-carbon stainless steel cast pipe and fittings.
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