373_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

373_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

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SECTION 4.5 Shear-Force and Bending-Moment Diagrams 367 P –PL/2 PL/2 0 –8P/5 –12P/5 3PL/5 PL –3P/5 (compression) M N V 0 0 0 P/5 –3P/5 (compression) –9PL/10 PL/10 0 –4P/5 –4PL/5 PL/5 M N V 0 0 0 M N V –P/5 –3P/5 (compression) –11PL/10 –PL/10 4P/5 –PL/5 –6PL/5 0 0 0 Solution 4.5-18 B EAM (a): MOMENT RELEASE A x ± 3 5 P (right) D y ± 12 5 P (upward) C y ±² 13 5 P (downward) A y ± P (upward) B EAM (b): SHEAR RELEASE A x ± 3
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Unformatted text preview: 5 P (right) D y 4 5 P (upward) C y 1 5 P (downward) A y 1 5 P (upward) B EAM (c): AXIAL RELEASE The third case has the largest maximum moment a 6 5 PL b ; C x 3 5 P (right) A x 0 C y P (upward) A y 1 5 P (downward) 04Ch04.qxd 9/24/08 4:24 AM Page 367...
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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.

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