Bar ABC has a rectangular cross section of 300 mm by 100 mm. Attached rod DB has a

Determine the horizontal displacement of joint B on the two-member frame. Each A-36 steel member has a cross-sectional area of \(2 \ \mathrm{in}^2\)

Determine the horizontal displacement of point B. Each A-36 steel member has a cross-sectional area of \(2 \ \mathrm{in}^2\).

Determine the vertical displacement of point B. Each A-36 steel member has a cross-sectional area of \(2 \ \mathrm{in}^2\).

Determine the vertical displacement of joint C on the truss. Each A-36 steel member has a cross-sectional area of \(A=300 \ \mathrm{mm}^2\).

Determine the vertical displacement of joint D on the truss. Each A-36 steel member has a cross-sectional area of \(A=300 \ \mathrm{mm}^2\).

Determine the vertical displacement of point B. Each A-36 steel member has a cross-sectional area of \(4.5 \ \mathrm{in}^2\).

Determine the vertical displacement of point E. Each A-36 steel member has a cross-sectional area of \(4.5 \ \mathrm{in}^2\).

Determine the horizontal displacement of joint B of the truss. Each A-36 steel member has a cross-sectional area of \(400 \ \mathrm{mm}^2\).

Determine the vertical displacement of joint C of the truss. Each A-36 steel member has a cross-sectional area of \(400 \ \mathrm{mm}^2\).

Determine the vertical displacement of point A. Each A-36 steel member has a cross-sectional area of \(400 \ \mathrm{mm}^2\).

Determine the vertical displacement of point B. Each A-36 steel member has a cross-sectional area of \(400 \ \mathrm{mm}^2\).

Determine the vertical displacement of joint C. Each A-36 steel member has a cross-sectional area of \(4.5 \ \mathrm{in}^2\).

Determine the vertical displacement of joint H. Each A-36 steel member has a cross-sectional area of \(4.5 \ \mathrm{in}^2\).

Determine the vertical displacement of joint C. The truss is made from A-36 steel bars having a cross- sectional area of \(150 \ \mathrm{mm}^2\).

Determine the vertical displacement of joint G. The truss is made from A-36 steel bars having a cross- sectional area of \(150 \ \mathrm{mm}^2\).

The frame is made from two segments, each of length L and flexural stiffness EI. If it is subjected to the uniform distributed load, determine the horizontal displacement of point B. Consider only the effect of bending.

Determine the vertical displacement of point A on the angle bracket due to the concentrated force \(\mathbf{P}\). The bracket is fixed connected to its support. EI is constant. Consider only the effect of bending.

Beam AB has a square cross section of 100 mm by 100 mm. Bar CD has a diameter of 10 mm. If both members are made of A-36 steel, determine the vertical displacement of point B due to the loading of 10 kN.

Beam AB has a square cross section of 100 mm by 100 mm. Bar CD has a diameter of 10 mm. If both members are made of A-36 steel, determine the slope at A due to the loading of 10 kN.

Bar ABC has a rectangular cross section of 300 mm by 100 mm. Attached rod DB has a diameter of 20 mm. If both members are made of A-36 steel, determine the vertical displacement of point C due to the loading. Consider only the effect of bending in ABC and axial force in DB.

Bar ABC has a rectangular cross section of 300 mm by 100 mm. Attached rod DB has a diameter of 20 mm. If both members are made of A-36 steel, determine the slope at A due to the loading. Consider only the effect of bending in ABC and axial force in DB.

Determine the vertical displacement of point C. The frame is made using A-36 steel \(\mathrm{W}250 \times 45\) members. Consider only the effects of bending.

Determine the horizontal displacement of end B. The frame is made using A-36 steel \(\mathrm{W}250 \times 45\) members. Consider only the effects of bending.

Determine the displacement at point C. EI is constant.

Determine the slope at B. EI is constant.