Calculate the change in rotation angle Δ⁢𝜑𝐵 and the rotation angle 𝜑𝐴.
Consider only the effect of bending moment. E = 205 GPa, I = 6500 𝑐⁢𝑚4.

Calculate the mutual displacement of points B-D Δ𝐵−𝐷, the vertical displacement of point A, and the rotation angle 𝜑𝐷.

Consider only the influence of the bending moment. E=210 GPa, I=7500 𝑐⁢𝑚4.

Calculate the angle of rotation of point A, the horizontal displacement of point E, and the relative approximation of points B-E.

Consider only the influence of bending moments. 𝐸 =210⁢𝐺⁡𝑃⁢𝑎,𝐼 =7000⁢𝑐⁢𝑚4.

Calculate the angle of rotation of point B, the horizontal displacement of point A, and the vertical displacement of point C

Consider only the influence of bending moments. 𝐸 =210⁢𝐺⁡𝑃⁢𝑎,𝐼 =6000⁢𝑐⁢𝑚4.

Calculate the rotation angle of point B, relative displacement of points B-C, and vertical and horizontal displacement of point D. Consider only the influence of bending moments.

Calculate the angle change at point E, relative displacement of points A-F, and vertical displacement of point D. Consider only the influence of bending moments.

Calculate the horizontal displacement of point A, the change in rotation angle at point D, and the relative approximation of points A-D and A-C.

Consider only the influence of bending moments.

Calculate the relative displacement of points B-D.

Take into account the influence of bending moments, normal forces, shear forces, and temperature influence.

Inside frame temperature: -40°C, outside: 20°C, installation temperature tm=15°C.

Frame cross-section: IPN 200.

Calculate the horizontal displacement at point C, taking into account the influence of bending moment, transverse force, longitudinal force, temperature, settlement of supports, and elastic supports. Data: 𝑡𝑔 =15𝑜⁢𝐶,𝑡𝑑 =−10𝑜⁢𝐶,𝑡𝑚 =5𝑜⁢𝐶,