Structural Analysis Formulas Pdf -

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

[ \sum F_x = 0, \quad \sum F_y = 0 ]

Integral forms:

Effective length factors (K):

[ \fracdVdx = -w(x) \quad \textand \quad \fracdMdx = V(x) ] structural analysis formulas pdf

[ P_cr = \frac\pi^2 EI(KL)^2 ]

Distribution factor at joint: [ DF = \frack_i\sum k ] Rectangle (width (b), height (h)): [ I = \fracb h^312, \quad A = bh ] [ \tau_\textmax = \frac3V2A ] Critical load for

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