For the beam shown, the magnitude of the concentrated load is P = 29 kN, the magnitude of the couple is MB = 160 kN-m, and the beam lengths are a = 5.2 m and b = 15.6 m. (a) derive equations for the shear force V and the bending moment M for any location in the beam. Place the origin at point A. (b) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Use your diagrams to determine the magnitudes of the maximum shear force and the maximum bending moment. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. MB X A b Answer: Vmax= Mmax = a B kN kN•m C

The pin-jointed frame in the figure below has members of cross-sectional area A=1200mm² and young modulus of elasticity of 200.5 GPa. If a vertical concentrated load of 1200KN (downward) and horizontal force of 800KN (to the right) are applied at Point D. Determine: a. The vertical displacement at D in mm. b. The horizontal displacement at D in mm. c. The stress of AD due to actual loads in kN. d. The stress of AB due to horizontal unit load. e. The stress of BD due to vertical unit load. 4m B 3m C 3m F E

Consider the continuous beam as shown in figure below: RA 9,- 2 6 (m) R₂ What will be the magnitude of slope at B? H₂ 6 (m) Re

The rigid beam BC shown in the figure is supported by rods (1) and (2) that have cross-sectional areas of 190 mm2 and 290 mm2, respectively. A uniformly distributed load of w= 12 kN/m is applied on the rigid beam as shown in the figure. Assume L= 3 m, a= 1.7 m, length of rods= 2.1 m and E= 57 GPa. Determine the force in rod (1)? Determine the force in rod (2)? Determine the normal stress in rod (1)? Determine the strain in rod (1)? Determine the deformation in rod (1)? In mm Determine the deformation in rod (2)?in mm

For the beam shown, the magnitude of the distributed load is w0 = 11.2 kN/m and the beam lengths are a = 4.6 m and b = 13.8 m. (a) derive equations for the shear force V and the bending moment M for any location in the beam. Place the origin at point A. (b) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Use your diagrams to determine the maximum shear force and the maximum bending moment. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.

Good comment will be given. Write the complete solutions and FBD legibly. Solve in 2 decimal places.

Question stated in the picture. Detailed answer is needed

The two sub questions and question g as well :

Consider the loaded beam depicted below and answer the following three questio Note: It may be helpful to plot the shear and moment diagram. 1600 N/m 900 N A • В 3 m 5 m - 3 m→ 3 m – What is the magnitude of the shear force at x = 9 m, in kN? Choose. What is the value of the bending moment at x = 9 m, in kN.m? Choose. What is the value of the maximum bending moment, in kN.m? Choose.

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