Tool Name | Description | Download | Developer | Date Added |
Download Count |
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SHEAR_END_PL_13 | Shear End Plate Analysis per AISC 13th Edition (ASD) | Joel Berg |
2018 07 |
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SINGLE_CLIPCONN_BOLT_WELD_13 | Bolted-Welded Beam End Connection Using Single Clip Angle per AISC 13th Edition (ASD). | Joel Berg |
2018 07 |
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ENDPLMC9 | Analysis and design of 4 and 8 tension bolt moment connections (per AISC 9th Edition ASD Manual) | Alex Tomanovich |
2018 07 |
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AISC 13th Ed LRFD Bolted Moment Connections | Calculates moment connection using flange plates (not end plates). | Martin Anderson |
2018 07 |
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AISC_13th_Single_Plate_Connection | Fabio Nogueira Leite |
2018 07 |
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AISC360-05 LRFD Shear Plate bolted connection check | AISC360-05 LRFD Shear Plate bolted connection check. | Mohamed Ali Abushady |
2018 07 |
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BEAMTAB | Analysis of beam end connections using a tab plate (per AISC 9th Edition ASD Manual) | Alex Tomanovich |
2018 07 |
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BEAMTAB13 | Analysis of single plate shear connections (shear tabs) based on the AISC 13th Edition (ASD). I based this program from Alex Tomanovich's BEAMANAL spreadsheet, but updated it to the 13th Edition. | Joel Berg |
2018 07 |
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Bolt_Analysis_IC_Method | A Microsoft Excel Spreadsheet that calculates the coefficient C of a Bolt Group of ANY GEOMETRY. A new structural engineering graduate from Georgia Institute of Technology inspired me to write the spreadsheet. He sent me an email (after reading my blogpost on Eccentrically Loaded Bolt Group) asking how to calculate the C coefficient of a bolt group whose geometry is not symmetrical. This spreadsheet answers his question. | Redempto Legaspi Jr |
2018 07 |
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Boltgroup | Calculates capacity of bolt group or weld groups under eccentric loads in the connection plane | 2018 07 |
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BOLTGRP | Analysis of bolt groups, including circular groups (per AISC 9th Edition Manual as well as elastic method) | Alex Tomanovich |
2018 07 |
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BOLTGRP13 | Instantaneous center of rotation analysis of bolt groups using AISC tables, as well as elastic method analysis (ASD). I based this program from Alex Tomanovich's BOLTGRP spreadsheet, but updated it to the 13th Edition. | Joel Berg |
2018 07 |
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BRACKET13 | Design / Analysis of bolted or welded bracket plates per AISC 13th Edition (ASD). | Joel Berg |
2018 07 |
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C' pure moment strength of a bolt group | Mathcad routine for C' = pure moment strength of a bolt group, AISC 13th Ed. page 7-19 | David Rutledge |
2018 07 |
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Cast_ConneX_High_Strength_Connector_Design_Manual | Award winning Cast ConneX High-Strength Connectors are specially designed to simplify and improve connections to round hollow structural section brace members in seismic-resistant concentrically braced frames. This design manual provides fully detailed double-shear bolted connections for every connector-to-brace combination possible for both bearing-type and slip-critical connections and for a variety of bolt diameters and grades. The manual also discusses everything from the full-scale product testing carried out at leading University laboratories to a discussion on best practices for fitting, drilling, and welding to the connectors. For more information on this an other Cast ConneX products, visit www.castconnex.com | Carlos de Oliveira |
2018 07 |
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CivilBay AISC Steel Connection Design | Civilbay steel connection design is one of the most comprehensive steel connection design software based on AISC code, CSA S16-14 code (coming soon), and all AISC steel design guides.1. It's a pure AISC solution which can cover 90~95% of steel connections design in most projects, with specific strength on brace connection design including vertical brace, horizontal brace,chevron brace, knee brace, ver. brace to base plate , and wrap around gusset plate design in horizontal brace.2. It provides detail sketches and text book style step by step calculation showing formulas and parameters. In every step it shows the code reference source. As such the user knows how the result is derived and has full control on the calculation. User can access the program online at https://asp.civilbay.com/connect User can access the program manual online at https://asp.civilbay.com/18-manual/01-manual.aspx and via PDF. | Dongxiao Wu |
2018 12 |
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CLIPCONN | Analysis of beam end connections using double clip angles, bolted or welded (per AISC 9th Edition ASD Manual) | Alex Tomanovich |
2018 07 |
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CLIPCONN_ALL_BOLT_13 | All bolted double angle beam end connection design using AISC 13th Edition (ASD). I based this program from Alex Tomanovich's CLIPCONN spreadsheet, but updated it to the 13th Edition. | Joel Berg |
2018 07 |
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Connections_I_V2.1.0.a1 | Davis G. Parsons II |
2018 07 |
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Connections_Workbook_V2.1_14_Edition_DLL | Would anyone be able to assist me with setting up the connections workbook? The information I found on previous posts says , "it requires the 14th Edition DLL to be installed and working prior to use." The only thing I can find on the AISC website is the AISC SHAPES database, however it is an excel file, but there are no instructions on how this database gets linked with the workbook. If anyone could assist me on this I would be greatly appreciative. | Joshua D. Reilly |
2018 07 |
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Design_OF_Flush_Extended_End_Plate_Connections | The Excel sheet calculates the capacity of the moment connection. -The Excel sheet covers all the cases mentioned in the Design Guide 16. -All equations are based on Design Guide 16. | Safwat E. Soliman |
2018 07 |
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Eccentric Bolted Connection with ICR | Calculates bolted connection capacity, directly solving the instantaneous center method | 2018 07 |
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Eccentrically loaded bolt group: online coefficient calculator | An online Coefficient calculator for Eccentrically Loaded Bolt Group. The calculator runs within my blog, engineersviewPoint.blogspot.com. | Redempto Legaspi Jr |
2018 07 |
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End Plate Moment Connection Design | This spreadsheet design moment connections according to Limit States Design | Harry Aslanian |
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. | Harry Aslanian |
2018 12 |
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ICR_Method_ONLINE_CALCULATOR | 2018 07 |
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Instantaneous_Center_of_Rotation_Method | 2018 07 |