Consider case 2 — the cantilever beam with a concentrated load at the tip.
After the concentrated load is applied, the deflection at the tip of the cantilever is computed from:
and the slope of the neutral axis is:
Consider case 2 — the cantilever beam with a concentrated load at the tip.
After the concentrated load is applied, the deflection at the tip of the cantilever is computed from:
and the slope of the neutral axis is: