This program uses the database of member dimensions and section properties from the 'AISC Shapes. AISC 9th Edition (ASD) Manual. ' worksheet is valid for AISC. View & compare AISC 14th Edition Manual steel section properties. This workbook is based on the 'AISC Shapes Database' Version 14.1 (October 2013) from the AISC. 15th Edition AISC Steel Construction Manual Now Available. Who makes the shapes you need? The American Institute of Steel Construction (AISC). The AISC Shapes Database version 15.0 (v15.0) replaces v14.1 and contains electronic access to section dimensions and properties consistent with the AISC Steel. ![]() 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. Games for n95. 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 • 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. Ezdrummer authorization code keygen. Ezdrummer Authorization Code Keygen Software. 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.
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |