As shown in the picture is a rigid frame structure, the height of two columns is 6 m and the length of beam is 12 m. Assume the axial and flexural rigidities of the two columns are EA=2.010⁶ kN and EI=1.610³ kNm², respectively. The EA and EI of the beam are 2.010¹⁰ kN and 1.610³ kNm², respectively. The left column is subjected to transverse distributed load q =10.0 kN/m.

[Note: Please use the knowledge of matrix displacement method that we have learned to calculate the internal forces of the illustrated plane rigid frame structure by hand and draw the internal force diagrams including axial force shear force and bending moment of the structure.]

 

 

Transcribed Image Text:

(2) 2 12.00 Font (3) 6.00 10.00 (1) 6.00 (2) 2 12.00 Font (3) 6.00 10.00 (1) 6.00

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