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Deflection - Simple Beam - Load Increasing Uniformly From
Center: |
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Calculation: |
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Designer/Checker: |
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Input: |
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(Note: All input Metric units are converted to English units
for the equations below and then the output English units are converted back to
Metric) |
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AISC Steel Design Manual, Table 3-23: |
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The following is for calculating the maximum deflection for a simple
beam with a load increasing uniformly from the center. |
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Length of span (l - ft or m) |
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Total uniform load (W - kips or kN) |
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Enter Moment of Inertia of beam (I - in^4 or mm^4) |
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Enter the Moment of Elasticity (E - ksi or MPa)* |
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*For Steel E = 29000 ksi (199948 MPa)
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Output: |
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dmax = |
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