LECTURE 35 COE-3001-A

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Unformatted text preview: (bending- moment distribu?on in beam) 6L 4/9/13 M. Mello/Georgia Tech Aerospace 28 EXAMPLE 8- 4 (cont.) •  3rd and 4th integra?ons yield: EIv = q0 (L 24L EIv = q0 (L 120L 0 x) 4 + C3 x) 5 + C3 x + C 4 •  Apply boundary condi?ons at the fixed support (x=0) where v’(0) = 0 and v(0) = 0 C3 = q0 L4 q0 L 3 and C4 = 120 24 Slope of the beam: 0 v= q0 x (4L3 24LEI 6L2 x + 4Lx2 x3 ) ✓B = q0 L 3 v ( L) = 24EI 0 deflec?on of the beam: v= 4/9/13 q0 x 2 (10L3 1204LEI 10L2 x + 5Lx2 x3 ) M. Mello/Georgia Tech Aerospace max = q0 L 4 v ( L) = 30EI 29...
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This note was uploaded on 09/19/2013 for the course CEE 3001 taught by Professor Zhu during the Spring '09 term at Georgia Institute of Technology.

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