The Structural Engineer > Archive > Volume 22 (1944) > Issues > Issue 8 > Influence Lines for Continuous Beams
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Influence Lines for Continuous Beams

LET a pin joint be inserted in a cantinuous beam at some point A and a unit bending moment be applied to the ends of the beam on either side of the pin, producing a difference of slope รจ radians between the ends of the beam at A and a transverse deflection y at some other point B (Fig. 1). Leslie Gordon

Author(s): Gordon, Leslie