Unformatted text preview: Use slope. deﬂection to solve the following problem (Hoit, Ch—4).
50 k ﬁnd: all reactions : lo (1 ﬂ '
E= constant uses pe e ectlon I:
constant ﬁnd: 93, 9C ﬁnd: shear/moment diagrams 1 Set up the slope deflection equations for each of the 10 unknown end moments
2 Set up extra equilibrium eqs. needed to solve for unknown rotations (D.O.F.)
3 Put these equations in matrix form for solution (to be covered) 4 Solve for these unknown displacements using matrix algebra by hand (to be covered)
5 Find all moments in step 1 6 Find all reactions using statics and F.B.D.s
7 shear/moment diagrams for each member ...
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- Spring '08