Question: 3 5 / 3 7 A statically indeterminate frame ABCD is shown. Supports A and C settle a distance A vertically downwards. A point load

35 / 37

A statically indeterminate frame ABCD is shown. Supports A and

C

settle a distance A vertically downwards. A point load is applied at midspan of BD as shown. Use the method of slope

-

deflection. Define the unknowns and set up the equations that you require to calculate the member end moments. Show that you have as many equations as unknowns. It is unnecessary to solve the equations

E = 200

GPa,

I = 125 10^{6} m m 4 .

Use

P = 40 k N, 4 = 10 m m .

\frac{36}{37}

3 5 / 3 7 A statically indeterminate frame ABCD

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