 Cantilever: End Load Formula Home Beam Theory Euler Beam Equation Symbol Definition Sign Convention Beam Calculators Cantilevers End Load Uniform Load Triangular Load End Moment Intermediate Load Simply Supported Mixed Supported X-Section Data Standard I-Beams Other Shapes Material Data Elastic Modulii Resources Bibliography  Login   Home Membership Magazines Forum Search Member Calculators  Materials  Design  Processes  Units  Formulas  Math Beam Diagram and Calculator Input  Here we display a specific beam loading case. Integrated into each beam case is a calculator that can be used to determine the maximum displacements, slopes, moments, stresses, and shear forces for this beam problem. Note that the maximum stress quoted is a positive number, and corresponds to the largest stress magnitude in the beam. It does not distinguish between tension or compression (this distinction depends on which side of the beam's neutral plane your c input corresponds).
 Calculator Input
 Length of beam, L: mm cm m in ft Load on end of beam, P: N lbf Young's Modulus, E: Pa kPa Mpa GPa psi ksi Distance from neutral axisto extreme fibers, c: mm cm m in ft Moment of Inertia, I: mm^4 cm^4 m^4 in^4 ft^4 micron^4
 Go To Solutions Max Stress Displacement Slope Moment Shear
 Displacement    = -0.199  in micron mm cm m mic_in in ft

 Slope    Moment and Maximum Bending Stress    = 2.40 × 104  lbf-ft N-m lbf-ft = 2800  psi Pa kPa MPa GPa psi ksi

 Shear    = -1200  lbf N lbf

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