Beam calculator
ONLINE APPLICATION FOR ANALYTICAL CALCULATIONS OF BEAMS
BASIC CALCULATIONS OF BEAMS
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calculations in unitary and parametric systems
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calculations of statically determinate Cantilever Beam, Simply Supported and Multi-Span Beam
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checking static determinacy
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calculate reaction forces in supports
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step by step calculation of Normal Forces, Shear Forces and Bending Moments for beams
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creating diagrams of internal forces (Normal Forces, Shear Forces and Bending Moments)
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export results to MS Word or PDF file
Discover the possibilities of the beam calculator
Beam span calculator is:
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Step-by-step solution - just like solving a beam analytically
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In the user panel you have access to your solutions
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The solution contains links to articles describing the methods used
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Unlimited number of examples


Try other calculators



How to use the Beam Span Calculator:
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Tab "Length":
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Enter the length of the beam you want to calculate.
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Set the appropriate units.
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Check the box "Plot Normal Forces" if you need to calculate normal forces in the beam.
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Check "Reverse Moment Plot Sign" if you want positive values on the bending moment diagram to be below the horizontal axis.
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Press the "Update" button to save the changes.
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Tab "Supports":
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Choose the type of support and place it at any point on the beam. Available types of supports include:
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Pin support
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Roller support
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Internal hinge
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Fixed support
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Label the support by completing the "Symbol" field.
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Press the "Add" button. The support will be added to the beam schematic.
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Tab "Loads":
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Choose the type of load and place it at any point on the beam. Available types of loads include:
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Point load
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Bending moment
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Uniformly distributed load
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Non-uniformly distributed load
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Fill in the required fields and press "Add".
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The load will be added to the beam schematic.
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Verify that all entered data is correct. If necessary, use the "Edit" button for a specific support or load.
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Press "Calculate".
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You will be redirected to a new page with the results for your task. You can save the result to a MS Word or PDF file.​​