The Structural Engineer > Archive > Volume 22 (1944) > Issues > Issue 8 > Influence Lines for Continuous Beams
Name of File 1848-22-08.pdf cached at 18/08/2018 10:58:59 - with 19 pages. pdfPath: E:\\CMS\webtest\files\1d\1dcd707a-125b-41f7-a114-6bc3eba310d3.pdf. thumbPath: E:\\CMS\webtest\files\pdfthumbs\1dcd707a-125b-41f7-a114-6bc3eba310d3_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 1dcd707a-125b-41f7-a114-6bc3eba310d3_1.png

Members/subscribers must be logged in to view this article

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