AISC 13th LRFD HSS Steel Design |
Design of HSS members under axial, bending, torsion and/or shear |
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| 2018 07 |
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AISC LRFD issued Dec 1, 1993 Port to 174 Mathcad Worksheets |
Since I tried to understand the crystallized form of the US steel practice I undertook to make these worksheets. Help me with comments with whatever you find. I tried to make them mostly practical so you will find here direct evaluations for almost every kind of capacity for every kind of member and addressed constructive solutions in the code. |
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Manuel I Oliveros |
2018 07 |
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AISC2005_V(r1.025)_LRFD.XLS |
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2018 07 |
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AREMA Simple-Span Steel Bridge Spreadsheet |
Limitations of Spreadsheet: 1. 4 girders max 2. 80 ft max span length 3. For ballasted deck only spans 4. Simple span only 5. Composite deck action for unsupported deck pour only (i.e. steel only carries steel and concrete, partial composite for remaining dead load, full composite action for live loads.). 6. Live Load Deflection calculated for Alternate Load only which controls for spans 50' or less. 7. Works for curved bridges: Should also work for tangent bridges but be sure to check. 8. This bridge has fascia beams: if your bridge does not be sure to modify spreadsheet to include ballast retainers in dead load list. 9. Spreadsheet accepts varying girder spacing, although not recommended for constructability. USE AT YOUR OWN RISK. AUTHOR MAKES NO GUARANTEE AS TO IT'S CORRECTNESS OR ACCURACY. |
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Matthew A Danza |
2018 07 |
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Available_Moment_vs_Unbraced_Length_per_13th_Ed._Manual.xls |
The strong-axis available flexural strength (both in ASD and LRFD) is plotted as a function of unbraced length, Lb, for W, C and MC shapes. The plot includes the beam weight, which should be deducted when calculating the maximum uniform load the beam will support. |
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Rajed R. Maglinte |
2018 07 |
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Beam Analysis Metric |
Analysis of single-span beams and continuous beams up to 5 spans. (Metric units version) (Note: I also have an English units version of this workbook in a separate post.) |
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Alex Tomanovich |
2018 07 |
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Beam Calculator |
The program will plot the curves for any set of user-selected cross sections. The program will also allow the user to input a design moment and unbraced length and give the lightest sections that are adequate, from the list of user-selected shapes. You must enable macros in MS Excel for this program to work. Note: security has been removed, so this file is now user-modifiable if you are sufficiently familiar with Excel programming & scripting. This tool was originally published as an AISC Steel Solutions Center 'SteelTool'. AISC no longer technically supports and maintains these files. Therefore, it is availale to any user 'unlocked' for those to freely update and modify on their own and post to their own profiles. This document has been prepared in accordance with information made available to the American Institute of Steel Construction at the time of its preparation. This document has not been prepared for conventional use as an engineering or construction document and shall 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 engineer or architect. The American Institute of Steel Construction disclaim any liability arising from information provided by others or from the unauthorized use of the information contained in this document. |
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SSC |
2018 07 |
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Beam Calculator V14 |
Entirely updated and improved, this utility plots the curves for any set of user-selected structural steel sections. It also lets the user input a design moment and unbraced length and will return the lightest sections that are adequate (from the list of user-selected shapes). Based upon ANSI/AISC 360-10, with newly-added capabilities for noncompact and slender shapes. Also added detailed information for any selected beam. NOTE: there is still an issue printing the charts from within a form, but you can print a chart by first selecting "go to the chart"within a form, and then printing! This matter is presently being investigated. You must enable macros in Excel or this program will not work. This document has been prepared in accordance with information made available to the American Institute of Steel Construction at the time of its preparation. This document has not been prepared for conventional use as an engineering or construction document and shall 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 engineer or architect. The American Institute of Steel Construction disclaim any liability arising from information provided by others or from the unauthorized use of the information contained in this document. |
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SSC |
2018 07 |
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Beam_Calculator_V14.3 |
An update to the Beam Calculator tool. The program will plot the curves for any set of user-selected cross sections. The program will also allow the user to input a design moment and unbraced length and give the lightest sections that are adequate, from the list of user-selected shapes. You must enable macros in MS Excel for this program to work. Note: security has been removed, so this file is now user-modifiable if you are sufficiently familiar with Excel programming & scripting. This tool was originally published as an AISC Steel Solutions Center 'SteelTool'. AISC no longer technically supports and maintains these files. Therefore, it is availale to any user 'unlocked' for those to freely update and modify on their own and post to their own profiles. This document has been prepared in accordance with information made available to the American Institute of Steel Construction at the time of its preparation. This document has not been prepared for conventional use as an engineering or construction document and shall 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 engineer or architect. The American Institute of Steel Construction disclaim any liability arising from information provided by others or from the unauthorized use of the information contained in this document. |
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Katherine Quigg |
2018 07 |
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Beam_Curves_14th_Ed_LRFD_V1 |
Beam Design according to AISC Table 3-10 using Excel |
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Gaby Issa-El-Khoury |
2018 07 |
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BEAMANAL |
Analysis of single-span beams and continuous beams up to 5 spans. (English units version) Includes a separate worksheet for AISC 9th Ed. ASD Code check for beams. (Note: I also have a metric units version of this workbook in a separate post.)Â |
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Alex Tomanovich |
2018 07 |
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BEAMANAL13 |
Analysis of simple span beams with an AISC 13th Edition (ASD) check. I based this program from Alex Tomanovich's BEAMANAL spreadsheet, but updated it to the 13th Edition. |
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Joel Berg |
2018 07 |
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BEAMCOL9 |
Beam-Column design, focusing on flexural & axial stresses, including built-up sections not classified as plate girders (per AISC 9th Edition ASD Manual) |
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Alex Tomanovich |
2018 07 |
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BeamColumn Checks and Optimization |
It contains a set of Mathcad Worksheets to readily check or optimize member design for Tee, Double Tee, Bar, Box, Channel, Pipe, Composite Infilled Box and Composite Infilled Pipe Beamcolumns. The optimization worksheets optimize weight for all-steel members and cost for composite members. Also contain useful information, both input and output, pertaining to the classification of the shapes and their use in seismic design as specified in the AISC Seismic Provisions for Structural Steel Buildings issued June 15, 1992. |
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Manuel I Oliveros |
2018 07 |
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BMREACT |
Determines allowable beam end reaction and end moment design per allowable uniform load tables (per AISC 9th Edition ASD Manual) |
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Alex Tomanovich |
2018 07 |
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BMREACT13 |
Determination of allowable end reaction and end moment for connection design using Maximum Total Uniform Load Tables per AISC 13th Edition Manual (ASD). I based this program from Alex Tomanovich's BMREACT spreadsheet, but updated it to the 13th Edition. |
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Joel Berg |
2018 07 |
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BMREINF13 |
Beam reinforcement analysis using the AISC 13th Edition (ASD). I based this program from Alex Tomanovich's BMREINF spreadsheet, but updated it to the 13th Edition. |
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Joel Berg |
2018 07 |
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BMREINF9 |
Analysis of beam reinforcement (per AISC 9th Edition ASD Manual) |
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Alex Tomanovich |
2018 07 |
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BRGPLT9 |
Analysis of beam bearing plates (per AISC 9th Edition ASD Manual). |
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Alex Tomanovich |
2018 07 |
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BSC_Designers_Guide_to_Box_Girder_Bridges |
This booklet examines the structural behavior of box bridges and some of the considerations necessary for economical box girder design. Steel boxes not covered by AASHTO provisions, such as transit structures, can be examined using the guides provided. An appendix presents a summary of the Beam on Elastic Foundation analogy for distortional stresses in a box members. A liberal bibliography is included to assist the designer when his needs exceed the scope of this publication. |
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Brian Raff |
2018 07 |
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Comarison of ASD 9th Edition & 13th Edition Allowable loads |
This sheet graphically and numerically compares allowable axial, major axis bending and minor axis bending loads between the AISC 9th Edition and the 13th Edition. |
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Joe Wilkey |
2018 07 |
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Continuous Beam |
Analysis of continuous beams (includes free version) |
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2018 07 |
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COPEDWBEAMSEAT.xls_(revision_1.1) |
"COPED W-BEAM SEAT"is a spreadsheet program written in MS-Excel for the purpose of analysis of a shallow coped w-beam seat with a bearing plate. |
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David R. Taylor |
2018 07 |
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Curved Elements: Arches, Parabolas, Catenaries |
A collection of Mathcad Worksheets dealing with curved members. The Arches collection is quite comprehensive of anything 2D, treating 3-hinges, 2-hinges and fixed arches, temperature and settlement effects, bridge-like situations, any set of loads, buckling, both analytic and numerical solutions etc. The Parabola and Catenary section deals more with cable-like situations, allowing as well for the design of tendons in specific situations to compensate some loads. |
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Manuel I Oliveros |
2018 07 |
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Flexural_Torsional_Combined_Stress |
This is a very useful tool for structural engineers, using STAAD.pro and the LRDF provisions, to design steel members subjected to both torsional as well as flexural stresses; ex.: pipe support structures. STAAD.pro 2007 v.8i, only supports the ASD torsional checking for steel members but not the LRFD checking. This tool (in the form of an Excel workbook), extracts the LRFD results from STAAD.pro, processes them and then combines STAAD.pro's flexural stresses with the torsional stresses (calculated inside the Excel workbook) and checks all the stresses in accordance with LRFD provisions of AISC 13th edition code as explained in chapter 4 of design guide # 9. To see a demonstration, use the following link: https://www.youtube.com/watch?v=B_GdjuwXn6o |
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Hazim Sharhan |
2018 07 |
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HSS Diaphragm Moment Connection |
This spread sheet calculates W type beam to HSS column connection. We can use this type of connection when the other type are not able to transfer the factored moment The reference used in the attached spread sheet is "Hollow Structural Sections-Connection Manual-AISC Copyright 1997. The example in this reference is in LRFD format and imperial units. I used metric units and the Canadian database is attached. The limit states are those indicated for the "Cut-out plate connection" which is very similar connection to this described here. This tool is not password protected in order to give the possibility to make minor changes. Obviously you can protect the spread sheet leaving the input cells(in red) not protected.This workbook contains 3 sheets. 1. Input & results, 2. Canadian database, 3. Sketch -could be printed and give it to the draftperson. This tool must be used only by professional engineers after thorough verification. I designed the tool of my best knowledge but I dont assume any responsibility in case of errors. |
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Harry Aslanian |
2018 12 |
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I_Shape_Beam_Column_Per_AISC_360_10 |
Mathcad 14 worksheet to calculate the capacity of an I Shape Beam-Column Per AISC 360-10 |
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James P Junker |
2018 07 |
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MASTAN2 - |
The MASTAN2 structural analysis software is intended for the student or practicing engineer who is interested in exploring nonlinear analysis. Although MASTAN2 is similar in functionality to today's commercial software, the number of pre- and post-processing options have been limited in order to minimize the amount of time needed for a user to become proficient at its use. The analysis routines provide the user the opportunity to perform first- or second-order elastic or inelastic analyses of two- or three-dimensional frames and trusses subjected to static loads. The program is based on the theoretical and numerical formulations presented in the text Matrix Structural Analysis, 2nd Edition, by McGuire, Gallagher, and Ziemian (John Wiley & Sons, Inc. 2000). In this regard, the reader is strongly encouraged to use this software as a learning tool for demonstration, reviewing examples, solving problems, and perhaps performing analysis and design studies. An interactive tutorial is also included. |
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SSC |
2018 07 |
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Maximum_Uniform_Load_per_13th_Edition_Manual |
Maximum Total Uniform Load for Laterally Supported Beams |
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Rajed R. Maglinte |
2018 07 |
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Moments_Shears_Reactions |
An archival document containing tables of moments, shears and reactions produced by one lane of AASH(T)O HS20-44 live loading. Up to 4 continuous spans, maximum span length 0f 120'. Published by AISC, 1986Â |
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Brian Raff |
2018 07 |
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MSC_Cantilever_Beam_Design |
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2018 07 |
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Online Tool for Continuous Beam Analysis - |
It analyzes continuous beam with finite element method, provide graphes of delfection, shear and moment. both metric and imperial units are available. |
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Kai Chen |
2018 07 |
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Orthotropic_Steel_Plate_Deck_Bridges |
A pdf version of the 1963 "Design Manual for Orthotropic Steel Plate Deck Bridges". 237 pages, black and white. Please note, this document has not been updated in any way since 1963, and is accordingly presented here for historic/informational purposes only. |
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Brian Raff |
2018 07 |
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Other_Beam_Tools |
This package of Mathcad worksheets is useful to the design of double tee beams to AISC ASD 1989 and AISC LRFD 1993, Plate Girders to AISC LRFD 1993 and Web Openings to AISC Design Guide nº2 1st edition. |
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Manuel I Oliveros |
2018 07 |
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Penetration Reinforcement |
Compute required reinforcing for openings in girders |
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2018 07 |
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SimpleBeam |
Calculate moments & deflections of a beam with varying moment of inertia along its length |
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2018 07 |
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STIFFNER |
Analysis of beams subjected to concentrated loads, determines if web stiffeners are required (per AISC 9th Edition ASD Manual) |
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Alex Tomanovich |
2018 07 |
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STIFFNER13 |
Steel Beam Web Stiffener Analysis for Concentrated Loads per 13th Edition (ASD). I based this program from Alex Tomanovich's STIFFNER spreadsheet, but updated it to the 13th Edition. |
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Joel Berg |
2018 07 |
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Thin_Walled_Members |
This is a visit through a set of Mathcad worksheets to thin wall members as in vigor from 1995 to 2005 in Spain. Those that almost never practice thin wall member construction will find mostly reward in the section that gives Mx, Pu and Puxy direct checks, to get a feeling of what thought were the respective limit loadings; there's also thin wall shapes gif catalog and the code (Part 4 of code NBE-EA 95) and its numerical calculations, and also a US gage to mm thickness conversor both ways. Also of interest are some examples of the calculation of mechanical properties of developable prismatic members made (in shape) of segments, with one excursion from that to the calculation of the properties of a C shaped single lift core mechanical properties. |
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Manuel I Oliveros |
2018 07 |
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TORSION9 |
Quick and simplified torsion analysis of W, S, M, and HP steel beams. The workbook contains 6 calculation worksheets, each of which deals with a specific beam and torsional loading configuration. |
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Alex Tomanovich |
2018 07 |
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Torsional_Analysis_of_Steel_Members |
This excel workbook is used to calculate the torsional stresses and rotations at any point (as well as their maximum values) along steel members either simply supported or fixed ended and subjected to either multi-point torsional moments or uniformly distributed torsion. The analysis is carried out in accordance with AISC design guide # 9. |
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Hazim Sharhan |
2018 07 |
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USS_Box_Girder_Bridges_A_Construction_Manual |
With the emergence of the steel/concrete, composite box girder as a relatively new type of structural member for intermediate-span highway bridges, many designers and contractors have become aware of their lack of sufficient experience in this kind of construction. This shortcoming has, at times, led contractors to submit unit bid prices or construction costs higher than necessary. With this in mind, United States Steel offers this manual to provide engineers, fabricators and erectors with a fuller understanding of box girder construction, and to present guidelines that can assist them in the development of designs that will help realize the full economies of box girders. |
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Brian Raff |
2018 07 |
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WinTorq |
A relatively simple program, circa 1996-1997, intended to aid torsional analysis. Please note that this software HAS NOT been updated for more recent versions of the AISC Specification, so caution is advised. Additionally, you may (or may not) experience odd behavior with modern operating systems. Nevertheless, it can be useful (particularly as an accompaniment to AISC's Design Guide 9) |
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SSC |
2018 07 |
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BEAMCOL13 |
Analysis of beam-columns with the AISC 13th Edition (ASD). The program covers I-shapes, Built-up I-shapes, Channels, Square / Rectangular HSS, and Round HSS or Pipe. I based this program from Alex Tomanovich's BEAMCOL spreadsheet, but updated it to the 13th Edition. |
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Joel Berg |
2018 07 |
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