To start the Engineering Solver:
A measure of a material or design's resistance to buckling. Use shape factor to compare the performance of beams or columns with different cross-sectional shapes (e.g. rectangular wood sections vs steel I-beams).
To account for a variable cross-sectional shape in a selection project, replace Young’s modulus in the relevant performance index with (Young’s modulus * Shape Factor). For strength-limited designs, replace Yield strength with (Yield strength * Shape Factor^0.5).
To copy the engineering solver results, highlight the value and press CTRL+C.
For further information on simulating engineering situations, we recommend "Roark's Formulas for Stress and Strain", Warren C. Young & Richard G. Budynas.