QUESTION 11 Consider the structure and loading shown then determine the value of vertical reaction at...
For the structure and loading shown, calculate the value of bending moment over support C Assume that a positive momenty Ould cause tension to the underside of the beam and use (+ or-) to enter your answer to an accuracy of 0.1%. Given: P=90kN w=15kN/m 4 m EI = 2 × 104 kNm2 8 m 8 m 8 m
Consider the given beam and loading 24 kN/m 64 kN m ID Determine vertical reaction Dy in kN (positive answer if it is pointing upward, negative if it is downward)
For the beam and loading shown, determine the vertical reaction at the support located at A. The distributed load w = 10kN/m, and the beam W 310 x 52 has a moment of inertia Ix = 119 x 106 mm4 and modulus of elasticity E = 200 GPa ЕВ с 2 m- 4 m
Consider the frame and loading shown in the adjoining figure. Use the dimensions and load values in the table below. Analyse the frame and determine the reactions and internal actions required in the table below. Enter your answers in the space provided. Dimensions: h = 3.8m a = 2.5m b = 4.8m c = 1.8m w = 20kn/m Consider the frame and loading shown in the adjoining figure. Use the dimensions and load values in the table below. Analyse the...
Part A Consider the structure shown in (Figure 1). Assume the members are pin-connected at A, B, and C. Suppose that P = 7.5 kN. Determine the horizontal component of reaction at the support A. Express your answer to three significant figures and include the appropriate units - Tuà • • • Ea ? A - Value Units Submit Request Answer Figure 1 of 1 > Part B Determine the vertical component of reaction at the support A. Express your...
Consider the frame and loading shown in the adjoining figure. Use the dimensions and load values in the table below. Analyse the frame and determine the reactions and internal actions required in the table below. Enter your answers in the space provided. tab- 000000000000000000000UI C Dimensions: 3.3 m 2.5 m 4 m 22m c Loading: w 20 kN/m ] Results: Provide Answer for the followings to an accuracy of 2.5% Absolute Value Unit Direction Reactions Dy Member Forces Shear force...
Question 3 (5 marks Determine only the vertical reaction at b for the following structure which is the same as the above except that support b is an elastic support (spring) with a stiffness of K = 1750 kN/m. 50KN 100kN E = 200 000 MPa I = 100 x 106 mm DE ŽK = 1750 kN/m 2mJ 2m 2m J
Question AT For the beam and loading shown in Figure Al: - a. Determine the support reactions b. Draw the shear and bending moment diagrams c. Determine the maximum absolute value of shear force and bending moment. 30 kN/m 60 kN C D K-2m-imta2m- Figure A1
For the beam and loading shown in the figure, integrate the load distribution to determine the equation of the elastic curve for the beam, and the maximum deflection for the beam. Assume that EI is constant for the beam. Assume EI=25000 kN⋅m2, L=2.4 m, and w0=61 kN/m. (a) Use your equation for the elastic curve to determine the deflection at x=1.5 m. Enter a negative value if the deflection is downward, or a positive value if it is upward. (b)...
| > Δ Moving to another question will save this response. Question 11 Calculate the vertical reaction force at support A of the beam loaded as shown in the figure below. 10kN 40kN 20kN 30kN 60 45 80° 4 m +25.02 kN O +18.72 kN O -27.11 kN ︵-12.34 kN | > Δ Moving to another question will save this response. Question 11 Calculate the vertical reaction force at support A of the beam loaded as shown in the figure...