With the same loading conditions as in problem a, and to reduce the deflection at C, a roller support is added at C and the beam is divided to two parts connected by a pin joint at D as shown in figure b below. Draw the internal reactions diagrams for the beam ADBC. Hence determine the sections that feel the maximum shear force and the sections that feel the maximum bending moments and their values. M kN m w kN/m A 2 m 2 m 2 m-
With the same loading conditions as in problem a, and to reduce the deflection at C, a roller support is added at C and the beam is divided to two parts connected by a pin joint at D as shown in figure b below. Draw the internal reactions diagrams for the beam ADBC. Hence determine the sections that feel the maximum shear force and the sections that feel the maximum bending moments and their values. M kN m w kN/m A 2 m 2 m 2 m-
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter9: Deflections Of Beams
Section: Chapter Questions
Problem 9.9.8P: The frame A BC support s a concentrated load P at point C (see figure). Members AB and BC have...
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W= 3kN/m M=3kNm
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