________________________________________________________________________ PROBLEMS (12.78 through *12.80) A beam is supported and loaded as shown in Figs. P12.78 through P12.80. Use Castigliano's theorem to determine the reactions. SOLUTION (12.78) Consider M A as redundant. Due to symmetry: RA = RB = x MA MB B L RA 1 EI 1 M = RA x − M A − wx 2 2 ∂M = −1 ∂M A w A θA = 0 = 1 wL 2 B RB ∫ L 0 ( RA x − M A − wx 2 )(−1)dx 2 or x2 wx3 0 = − RA + M A x + 2 6 L =− 0 wL3 wL3 + MA + 4 6 Solving wL2 12 wL2 Statics: M B = 12 MA = SOLUTION (12.79) Consider RA and M A as redundants. y MB M0 MA A L/2 L/2 RA Segment AC: Segment CB: x B RB M 1 = RA x − M A M 2 = − RA x − M A − M 0 Continued on next slide Excerpts from this work may be reproduced by instructors for distribution on a not-for-profit basis for testing or instructional purposes only to students enrolled in courses for which the textbook has been adopted. Any other reproduction or translation of this work beyond that permitted by Sections 107 or 108 of the 1976 United States Copyright Act without the permission of the copyright owner is unlawful. Thus, EIθ A = ∫ M i ∂M i =0 ∂M A or 0=∫ L2 0 L ( RA x − M A )(−1)dx + ∫ ( RA x − M A − M 0 )(−1)dx L2 L2 L R x2 R x2 = − A + M Ax + − A + M Ax + M0x 2 2 0 L2 After simplifying 2 M A + M 0 − RA L = 0 Similarly, (1) ∂M i =0 ∂RA EIv A = ∫ M i or 0=∫ L2 0 L ( RA x − M A ) xdx + ∫ ( RA x − M A − M 0 ) xdx L2 R x3 M x = A + A 3 2 2 L2 0 R x3 M x 2 M x 2 + A + A − 0 3 2 2 L L2 Simplifying, 3 9 RA L − M A − M 0 = 0 2 8 Solving Eqs. (1) and (2): 3M 0 1 M A = M0 RA = ↑ 4 2L Statics: RA = − RB MA = MB (2) SOLUTION (*12.80) Consider RA as redundant. A RA P P x B 2EI a D a x’ EI a E RB =2RA-P a C RC =P-RA Continued on next slide Excerpts from this work may be reproduced by instructors for distribution on a not-for-profit basis for testing or instructional purposes only to students enrolled in courses for which the textbook has been adopted. Any other reproduction or translation of this work beyond that permitted by Sections 107 or 108 of the 1976 United States Copyright Act without the permission of the copyright owner is unlawful. Segment AD: M 1 = − RA x ∂M 1 ∂RA = − x Segment BD: M 2 = − RA x + P ( x − a ) ∂M 2 ∂RA = − x Segment BE: M 3 = ( P − RA ) x '− P( x '− a ) = − RA x '+ Pa, ∂M 3 ∂RA = − x ' Segment EC: M 4 = ( P − RA ) x ', ∂M 4 ∂RA = − x ' Therefore RA a 2 RA a 3 1 a ∂M 1 = = dx x dx 2 EI ∫0 ∂RA 2 EI ∫0 6 EI ∂M 2 1 2a 1 2a M2 dx = [− RA x + P( x − a)](− x)dx ∫ ∂RA 2 EI a 2 EI ∫a 7 RA a 3 5Pa 3 − 6 EI 12 EI ∂M 3 1 2a 1 2a = M dx ( RA x '2 − Pax ')dx ' 3 ∫ ∫ a a ∂RA EI EI = 7 RA a 3 3Pa 3 = − 3EI 2 EI a a ∂M 4 1 1 M4 dx = (− Pax '2 + RA x '2 )dx ' ∫ ∫ 0 0 EI ∂RA EI RA a 3 Pa 3 − 3EI 3EI = Since vA = ∑ ∫ M i ∂M i =0 ∂RA We have 1 7 7 1 5 3 1 RA ( + + + ) − P ( + + ) = 0 6 6 3 3 12 2 3 Solving RA = 9 P↓ 16 Statics: 1 RB = P ↑ 8 RC = 7 P↑ 16 Excerpts from this work may be reproduced by instructors for distribution on a not-for-profit basis for testing or instructional purposes only to students enrolled in courses for which the textbook has been adopted. Any other reproduction or translation of this work beyond that permitted by Sections 107 or 108 of the 1976 United States Copyright Act without the permission of the copyright owner is unlawful.