The Columns Of The Frame Shown Are W310X143 With

Question

The columns of the frame shown are W310x143 with E = 200×106 kPa and I = 3.47×10-4 m4 and the bea…

The columns of the frame shown are W310x143 with E = 200×106
kPa and I = 3.47×10-4 m4 and the beam is W460x82 with E = 200×106
kPa and I = 3.70×10-4 m4. Support D settles 20 mm and rotates
counterclockwise 1 degree.
(a) Write the slope-deflection equations for each segment of
the frame.
(b) Write the necessary equilibrium equations and assemble
them in a matrix form.
(c) Solve for the unknown displacements.
(d) Determine the reactions.

40 kN 60 kN/m 3.5m 15 kN/m 2.5m 3m 7m 2

Solutions

Expert Solution


Submit Your Answer

[contact-form-7 id=”5″ html_class=”cf7_custom_style_1″ title=”Answer Question”]