Aisc Steel Manual Shapes Worksheet
BEAMCOL9 Description BEAMCOL9' is a spreadsheet program written in MS-Excel for the purpose of analysis and code checking of steel beams and columns. Specifically, beams and columns are analyzed / code checked per the AISC 9th Edition Allowable Stress Design (ASD) Manual. Both actual and allowable stresses are computed, with the final result being a computed 'stress ratio' of actual stress/allowable stress. Also, a list of the lightest weight members which satisfy the code check is displayed for convenience. This program is a workbook consisting of six (6) worksheets, described as follows:. BeamCol(I) - Analysis / Code Check for W, S, M, and HP Shapes. BeamCol(Built-Up) - Analysis / Code Check for Non-Database and Built-Up Shapes.
Aisc Steel Shape Properties
15th Edition AISC Steel Construction Manual Now Available. Who makes the shapes you need? The American Institute of Steel Construction (AISC). The “Manual of Steel Construction. AISC Specification for Structural Steel Buildings Dated March 9, 2005, A3.1 approves hot-rolled structural shapes. Download and Read Aisc Steel Construction Manual 14th Edition Shapes Aisc Steel Construction Manual. Lesson concessions answers to hess s law worksheet apush.
BeamCol(C) - Analysis / Code Check for Channel Shapes. BeamCol(Tube) - Analysis / Code Check for Rectangular HSS (Tube) Shapes. BeamCol(Pipe) - Analysis / Code Check for Round HSS and Pipe Shapes All the worksheets are independent and self contained, so that you can move them from one workbook to another. All the worksheets are protected, but not with a password. Program Assumptions and Limitations: 1. This program follows the procedures and guidelines of the AISC 9th Edition Allowable Stress (ASD) Manual (1989). This program uses the database of member dimensions and section properties from the 'AISC Shapes Database', Version 3.0 (2001) as well as the AISC 9th Edition (ASD) Manual (1989).
The 'BeamCol(Built-Up)' worksheet is valid for AISC W, S, M, and HP shapes NOT contained in the AISC 9th Edition Manual, as well as for non-hybird and doubly-symmetrical ('I' shaped) built-up members which have their flanges continuously welded to the web and which DO NOT quailify as plate girders.(Note: the AISC Code limiting value on the web for built-up beams not to qualify as plate girders is as follows: (d-2.tf)/tw 200, then a message will appear. However, this program DOES NOT consider or deem a particular member as 'inadequate' based on the slenderness ratio of 200 being exceeded. For the case of combined axial compression with bending, if the calculated value of fa =F'e (which is not allowed) then a warning (error!) message will appear. When the values of either 'Lx', 'Ly', or 'Lb' are input = 0' (or actually.
1 AISC Shapes Database Versions 14.0 and 14.0H Read Me File September 2011 AMERICAN INSTITUTE OF STEEL CONSTRUCTION One East Wacker Drive, Suite 700, Chicago, Illinois 60601 2 AISC© 2011 by American Institute of Steel Construction All rights reserved. This electronic file or any part thereof must not be reproduced in any form without the written permission of the publisher. The AISC logo is a registered trademark of AISC.
The information presented in these electronic files has been prepared in accordance with recognized engineering principles and is for general information only. While it is believed to be accurate, this information should not be used or relied upon for any specific application without competent professional examination and verification of its accuracy, suitability, and applicability by a licensed professional engineer, designer, or architect. The publication of the material contained herein is not intended as a representation or warranty on the part of the American Institute of Steel Construction or of any other person named herein, that this information is suitable for any general or particular use or of freedom from infringement of any patent or patents.
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Aisc Steel Dimensions
Anyone making use of this information assumes all liability arising from such use. Caution must be exercised when relying upon other specifications and codes developed by other bodies and incorporated by reference herein since such material may be modified or amended from time to time subsequent to the production of these electronic files. The Institute bears no responsibility for such material other than to refer to it and incorporate it by reference at the time of the initial publication of this edition. Produced in the United States of America 3 AISC Shapes Database Version 14.0 Version 14.0 (V14.0) contains current section dimensions and properties consistent with the AISC Steel Construction Manual, 14th Edition, 1st printing.
The AISC Shapes Database Version 14.0 is available in Microsoft Excel format. Major improvements in V14.0 include: Addition of new HP, C, MC and 2L shapes Addition of seven new single angle properties: Iw, SwA, SwB, SwC, SzA, SzB, SzC Addition of slenderness ratio, b/t, for single angles Addition of torsional properties for C and MC: Wno, Sw, Qf, Qw Addition of rts and ho for W shapes Addition of perimeter parameters PA and PB for W shapes Every property is now also available in metric units AISC Shapes Database Version 14.0H Version 14.0H (V14.0H) contains historic dimensions and section properties for shapes produced from 1873 – 2005. It does not contain current shape properties for use in the design of structural steel for new construction. See AISC Shapes Database V14.0 for this information.