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Simple Beam - Two Equal Concentrated Loads
Symmetrically Placed: |
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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 shear and moment loads on a simple
beam with two equal concentrated loads symmetrically placed. |
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Length of span (l - ft or m) |
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Concentrated load (P - kips or kN) |
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Distance to load from end (a - ft or m) |
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Output: |
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R = V = |
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Mmax = |
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