385_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

385_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
Solution 4.5-34 w 0 w 0 0 M 0 V 0 w 0 L 2 12 –––– w 0 L 2 24 –––– w 0 L 6 –––– w 0 L 6 –––– w 0 L 6 –––– w 0 L 2 72 –––– –w 0 L 2 24 –––– –w 0 L 2 12 –––– –w 0 L 3 –––– –w 0 L 4 –––– w 0 L 6 –––– L 6 –––– L 3 –––– w 0 L 3 –––– w 0 L 4 –––– w 0 L 2 24 –––– F REE - BODY DIAGRAM Problem 4.5-35 The compound beam below has an shear release just to the left of C and a moment release just to the right of C . A plot of the moment diagram is provided below for applied load P at B and triangular distributed loads w ( x ) on segments BC and CD . First, solve for reactions using statics, then plot axial
Background image of page 1
This is the end of the preview. Sign up to access the rest of the document.

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.

Ask a homework question - tutors are online