Structural Analysis Formulas — Pdf
[ \sigma = \fracPA ]
| End condition | (K) | |---------------|-------| | Pinned-pinned | 1.0 | | Fixed-free | 2.0 | | Fixed-pinned | 0.7 | | Fixed-fixed | 0.5 | structural analysis formulas pdf
[ \tau_\textmax = \frac3V2A ] Critical load for a slender, pin-ended column: [ \sigma = \fracPA ] | End condition
(( b \times h )) maximum shear (at neutral axis): structural analysis formulas pdf
[ \sigma_x = -\fracM yI ]
[ \delta = \fracPLAE ]