Structural Analysis Formulas Pdf Direct

(radius (r)): [ I = \frac\pi r^44, \quad A = \pi r^2 ]

| End condition | (K) | |---------------|-------| | Pinned-pinned | 1.0 | | Fixed-free | 2.0 | | Fixed-pinned | 0.7 | | Fixed-fixed | 0.5 | structural analysis formulas pdf

Slenderness ratio:

Distribution factor at joint: [ DF = \frack_i\sum k ] Rectangle (width (b), height (h)): [ I = \fracb h^312, \quad A = bh ] (radius (r)): [ I = \frac\pi r^44, \quad

[ \tau_\textmax = \frac3V2A ] Critical load for a slender, pin-ended column: structural analysis formulas pdf

In 3D:

[ \sigma = \fracPA ]