- Sap2000 v17 website manual#
- Sap2000 v17 website software#
- Sap2000 v17 website code#
- Sap2000 v17 website professional#
Sap2000 v17 website manual#
The Nationally Determined Parameters are noted in this manual with.
Additional country specific National Annexes are also included.
Sap2000 v17 website software#
The default implementation in the software is the CEN version of the code.
Sap2000 v17 website code#
Requirements of the code not documented in this manual should be considered using other methods. The design algorithms in the software for Eurocode 3 cover strength checks, as detailed in this manual. This manual describes the steel frame design algorithms in the software for the Eurocode 3-2005 design code. (DCL MRF) 9-6 9.4.4 Ductility Class High Concentrically Bracedįrames (DCH CBF) 9-7 9.4.5 Ductility Class Medium Concentrically Bracedįrames (DCM CBF) 9-9 9.4.6 Ductility Class Low Concentrically Bracedįrames (DCL CBF) 9-9 9.4.7 Ductility Class High Eccentrically Bracedįrames (DCH EBF) 9-10 9.4.8 Ductility Class Medium Eccentrically Bracedįrames (DCM EBF) 9-13 9.4.9 Ductility Class Low Eccentrically Bracedįrames (DCL EBF) 9-14 9.4.10 Inverted Pendulum 9-14 9.4.11 Secondary 9-15ĩ.5.1 Design of Continuity Plate 9-16 9.5.2 Design of Supplementary Web Plates 9-22 9.5.3 Weak Beam/Strong Column Measure 9-26 9.5.4 Evaluation of Beam Connection Forces 9-28 9.5.5 Evaluation of Brace Connection Shears 9-29Īppendix C Nationally Determined Parameters (NDPs) (DCM MRF) 9-6 9.4.3 Ductility Class Low Moment-Resisting Frames
Sap2000 v17 website professional#
THE ENGINEER MUST INDEPENDENTLY VERIFY THE RESULTS AND TAKE PROFESSIONAL RESPONSIBILITY FOR THE INFORMATION THAT IS USED.Ģ.1.1 General 2-1 2.1.2 Axial Force Check 2-2 2.1.3 Bending Moment Check 2-2 2.1.4 Shear Force Check 2-2 2.1.5 Combined Force Check 2-2Ģ.2.1 General 2-3 2.2.2 Axial Force Check 2-3 2.2.3 Combined Force Check 2-4Ĥ.3.1 Ultimate Strength Combinations 4-2 4.3.2 Serviceability Combinations 4-4Ĩ.1 Design for Cross-Section Resistance 8-2Ĩ.1.1 Bending, Axial Force, and Shear Check 8-2 8.1.2 Members Subjected to Shear Force 8-7Ĩ.2 Design for Buckling Resistance of Members 8-8Ĩ.2.1 Class 1, 2, and 3 Sections Under Flexure and Axial Compression 8-8Ĩ.2.2 Class 4 Sections Under Flexure and Axial Compression 8-9Ĩ.2.3 Class 1, 2, and 3 Sections Under Flexure and Axial Tension 8-10Ĩ.2.4 Class 4 Sections Under Flexure and Axial Tension 8-10ĩ.4.1 Ductility Class High Moment-Resisting Frames (DCH MRF) 9-6ĩ.4.2 Ductility Class Medium Moment-Resisting Frames THE INFORMATION PRODUCED BY THE SOFTWARE MUST BE CHECKED BY A QUALIFIED AND EXPERIENCED ENGINEER. HOWEVER, THE USER MUST EXPLICITLY UNDERSTAND THE BASIC ASSUMPTIONS OF THE SOFTWARE MODELING, ANALYSIS, AND DESIGN ALGORITHMS AND COMPENSATE FOR THE ASPECTS THAT ARE NOT ADDRESSED.
THIS PRODUCT IS A PRACTICAL AND POWERFUL TOOL FOR STRUCTURAL DESIGN.
HOWEVER, THE USER ACCEPTS AND UNDERSTANDS THAT NO WARRANTY IS EXPRESSED OR IMPLIED BY THE DEVELOPERS OR THE DISTRIBUTORS ON THE ACCURACY OR THE RELIABILITY OF THIS PRODUCT. (for general information) (for technical support questions)ĬONSIDERABLE TIME, EFFORT AND EXPENSE HAVE GONE INTO THE DEVELOPMENT AND TESTING OF THIS SOFTWARE. No part of this publication may be reproduced or distributed in any form or by any means, or stored in a database or retrieval system, without the prior explicit written permission of the publisher.įurther information and copies of this documentation may be obtained from:Ĭomputers and Structures, Inc. Unlicensed use of this program or reproduction of documentation in any form, without prior written authorization from Computers and Structures, Inc., is explicitly prohibited. Worldwide rights of ownership rest with Computers and Structures, Inc. The computer program SAP2000 and all associated documentation are proprietary and copyrighted products. Adobe and Acrobat are registered trademarks of Adobe Systems Incorporated. The CSI Logo and SAP2000 are registered trademarks of Computers and Structures, Inc. 0 Proudly developed in the United States of America July 2014Ĭopyright Computers and Structures, Inc., 1978-2014 All rights reserved. With Eurocode 8:2004 Steel Frame Design Manual Steel Frame Design Manual Eurocode 3-2005 with 8:2004
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