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Unformatted text preview: 04Ch04.qxd 9/24/08 4:24 AM Page 363 SECTION 4.5 Shear-Force and Bending-Moment Diagrams 363 Solution 4.5-13 Cantilever beam Problem 4.5-14 The cantilever beam AB shown in the figure is 2.0 kN/m subjected to a triangular load acting throughout one-half of its length
and a concentrated load acting at the free end.
Draw the shear-force and bending-moment diagrams for this beam. 2.5 kN
2m Solution 4.5-14
V 2.5 kN 2.5 kN 0 M0 0
–5 kN • m –11.33 kN • m 2m ...
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This note was uploaded on 12/22/2011 for the course MEEG 310 taught by Professor Staff during the Fall '11 term at University of Delaware.
- Fall '11