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This website hosts a comprehensive collection of engineering spreadsheets designed for the structural analysis and design. These programs have been developed by practicing professional engineers, with a strong focus on productivity, reliability, and clarity. To ensure the quality of these spreadsheets, we have conducted thorough comparisons of analysis results against leading commercial software products, validating their accuracy. |
Application | Description | Links | Status |
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GoBeam |
The easiest and most straight forward continuous beam analysis program available. Features static and moving loads, support settlements, non-linear analysys of beam on elastic foundation, plastic moment redistribution analysis and influence lines analysis. It allows elastic springs and column support conditions, hinges and variable beam stiffness. |
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Shareware |
PSLoss | Calculates elongations and prestress losses due to friction and anchor set of three-dimensional post-tensioned tendon. | DownLoad More Info |
Shareware |
ShortCol |
Performs full design of reinforced concrete member in accordance with US, Canadian and Australian building and bridge design codes. Calculates bending moment/axial force interaction diagram, checks design for combined action of shear and torsion. Also performs service stress analysis for crack control. | Download More Info |
Shareware |
ShortColEC2 | Eurocode 2 edition of popular ShortCol spreadsheet for reinforced concrete column axial and flexural capacity and crack control calculations. Features convinient wizard interface. |
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Shareware |
LRFDShear | Calculates reinforced/prestressed concrete member shear and torsion capacity according to 2006 AASHTO LRFD Bridge Code. | Download More Info |
Shareware |
BoltGroup | Calculates shear capacity of eccentrically loaded bolt group using AISC LRFD instantaneous center of rotation and elastic methods. Allows irregular bolt layout. | Download More Info |
Shareware |
WeldGroup | Implements AISC LRFD method to calculate capacity of weld group under combined action of eccentrically applied in-plane and normal forces. Now generates typical weld patterns, provides more detailed results and basis of design. | Download More Info |
Shareware |
SectProp | Calculates structural properties of general cross-section. Also calculates torsional properties of thin-walled section including shear center and warping moment of inertia. | Download More Info |
Shareware |
SmartComb | Creates load combinations and finds maximum/minimum force envelopes for structural members. | Download More Info |
Shareware |
Influence Lines | Computes influence lines of forces in continuous beams. | Download |
Freeware |
Surcharge Earth Pressure | This spreadsheet computes lateral pressure against retaining wall due to multiple surcharge area loads. | Download |
Freeware |
Straight Beam-Columns Compression Tension | The Excel spreadsheet is for analysis of straight beam-columns. It has tabs for the analysis of compression and tension cases for a concentrated intermediate load, a concentrated intermediate moment, and a linear varying distributed load that goes from any point "a" to any point "b". | Download |
Freeware |
XLSudoku | Excel based popular Sudoku puzzle. It creates puzzles, provides helpful notations and hints when you stuck. Lots of fun for the trap-like minds, enjoy. | Download |
Freeware |
Travelling Salesman | This spreadsheet solves the famous travelling salesman problem of finding the shortest cyclical itinerary for a travelling salesman. | Download |
Freeware |
Monty Hall Problem | This famous mathematical problem gets its name from the TV game show, “Let’s Make A Deal,” hosted by Monty Hall. Suppose you’re on a game show, and you’re given a choice of three doors: Behind one door is a car; behind the others, goats. You pick a door, say number 1, and the host, who knows what’s behind the doors, opens another door, say number. 3, which has a goat. He says to you, ‘Do you want to pick door number 2?’ Is it to your advantage to switch your choice of doors? The Monty Hall problem has attracted academic interest because the result is surprising and the problem is simple to formulate. Many mathematicians, PhDs and even Nobel Prize winners got it wrong! Click here to read more. | Download |
Freeware |
Last modified: 17 July 2016