. Proceedings of the annual convention . - ^ L (a-b-b*^)^° 3 (J+b)y ^ 2 L( l-Hb + b)^ 3 (l+b). -JM, Xb A,-»-XA2 = vLA q = (l-b)[mMl-b)-=^ __\ ■c^A \ N ■^ \ N \ N- ■^ ^ ^^ =m. b K X volues ofku—. c-lOO ^^ ^ \ \ •s -^ J^!i____-^4„^-^ ^ ^ ^ ^^^^^ 5^ ^^ =^^^5r^ r:^:; =^ ^^ N \ ^ C^ ^5=^ ^ \ \ \ :r$-r^-^ ^ ■=:::;;;;— -_ N- ^ ^ \ \ N -^.^ ^ ^ ~~—■ \ ■^ , \ V. -.,,_^ ^ \ \ ^^ X \ ^ - ~~-^ ^^ ^ —N S,^ A B-rl \- 1— \ ^v ^:7~ ^^7^ ^^--= ^^^ ^ ^ \— - \ \ ^^ —■ ^-^ \ ^ ~ ^--.^ . > \ V ^\^ 1 ■\ \ ^ \ \ \ ~^-.^ \ ^■^ ^ -^ V --. \ ~--~^ ^ ^_ ^ K ^ -^ ^ ^^ ^—_ .10 20 30 .40 .60 .70 .90 Equ

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. Proceedings of the annual convention . - ^ L (a-b-b*^)^° 3 (J+b)y ^ 2 L( l-Hb + b)^ 3 (l+b). -JM, Xb A,-»-XA2 = vLA q = (l-b)[mMl-b)-=^ __\ ■c^A \ N ■^ \ N \ N- ■^ ^ ^^ =m. b K X volues ofku—. c-lOO ^^ ^ \ \ •s -^ J^!i____-^4„^-^ ^ ^ ^ ^^^^^ 5^ ^^ =^^^5r^ r:^:; =^ ^^ N \ ^ C^ ^5=^ ^ \ \ \ :r$-r^-^ ^ ■=:::;;;;— -_ N- ^ ^ \ \ N -^.^ ^ ^ ~~—■ \ ■^ , \ V. -.,,_^ ^ \ \ ^^ X \ ^ - ~~-^ ^^ ^ —N S,^ A B-rl \- 1— \ ^v ^:7~ ^^7^ ^^--= ^^^ ^ ^ \— - \ \ ^^ —■ ^-^ \ ^ ~ ^--.^ . > \ V ^\^ 1 ■\ \ ^ \ \ \ ~^-.^ \ ^■^ ^ -^ V --. \ ~--~^ ^ ^_ ^ K ^ -^ ^ ^^ ^—_ .10 20 30 .40 .60 .70 .90 Equivalent Joint Method of Rigid Frame Analysis 43 EXAMPLE 2 SLOPE DEFLECTION CONSTANTS FOR MEMBER Ab 51- =cL 083=

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