This preview shows page 1. Sign up to view the full content.
Unformatted text preview: Axial force release (b) L 2 L 2 L 4 L 4 B PL Moment release PL A C A y A x M Az C y P 4 3 Shear release Axial force release D y D x D D y D x N V M 2P/ 5 3P/5(tension) PL 2P/ 5 PL/10 Solution 4.5-21 Support reactions for both beams: M Az 0, A x 0, A y These two cases have the same maximum moment ( PL ) (Both beams have the same N , V and M diagrams) ; D x 3 5 P ( rightward) C y 2 5 P ( upward), D y 2 5 P ( upward) 04Ch04.qxd 9/24/08 4:24 AM Page 369...
View Full 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.
- Fall '11