### 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.

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.

the frame.

(b) Write the necessary equilibrium equations and assemble

them in a matrix form.

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

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

## Solutions

##### Expert Solution

Pc Degree of tna mahc de le minanty DIC oe hav and appliè 1 2 MFAB st 2 12-

12 60% 10V RET 20 98

駕 ly 0+ 2ea ea+0.JA”) 3.5 IDC we now Hod

Emeo 3s Of End mo I S -20A 4198 .3 below

## Submit Your Answer

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