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please answer correctly!! 12 KN 3 kN/m Fixed support B А Roller support 3 m 3...
12 kN 3 kN/m Fixed support B A Roller support 3 m m A beam is fixed at A and supported by a roller at B. The beam has E = 100 GPa and I 1.0 x 10-5 m4. For the loading shown, complete the following: 1. Calculate the magnitude and direction of all reactions at A. 2. Calculate the magnitude and direction of all reactions at B. 3. Calculate the magnitude and direction of the rotation at B.
Please show all work and steps. Any help will be appreciated and thank you for your time! 15 kN 2 kN/m B A Roller support 3 m 3 m A beam is fixed at A and supported by a roller at B. The beam has E = 100 GPa and I = 1.0 x 10-5 m4. For the loading shown, complete the following: 1. Calculate the magnitude and direction of all reactions at A. 2. Calculate the magnitude and direction...
And please explain what difference does the roller support at B make. Question 1: Stiffness method Figure Q1 shows a steel beam with length 1 m (The modulus of elasticity is E 210GPa) The beam is fixed at A. Joint B is a rigid roller that can only move up and down but not rotate. Furthermore, Joint B is supported by a vertical spring. (a) Compute the stiffness coefficient associated with the vertical displacement at Joint B. (b) Compute the...
A beam that has fixed-rolled end conditioned is loaded by a uniform distributed load and a point force as shown in the figure. Calculate the support reactions of the beam. E = 200 GPa and I = 84.9(10-6) m4. 2 KN 3 kN/m А 3 m 3 m
The frame shown below is fixed at A and C, and is supported by a roller at B. Use the numbering shown for the members and joints and determine the support reactions at all supports of the frame using the Stiffness Method. The 10 kN force is applied at the middle of the beam, and the 12 kN/m load is uniformly distributed on the column Take E = 200 GPa, 1 = 300(109) mm+ and A = 10(10-) mm2 for...
SAN4701 OCT/NOV 2017 QUESTION 1 The beam shown in Figure 1 is fixed at support A and support C, support B is a roller support. Use the stiffness matrix method to determine the. Member stiffness matrix 11 1.2 Structure and load matrix (10) 13 Displacement matrix Reactions at the support 14 15. Moments at the fixed supports El is constant along the length of the beam 18 kN 10 kN 20 m 10 m 1 15 m15 m Figure 1...
Problem: 3 kN/m The beam is supported by the roller at A and a pin at B. Find the reactions at A and B. 30° 3 m 4 m
(b) Equilibrium of a compound beam is maintained by the fixed, pin and roller supports at A, B and C respectively. For the following loading, determine the reactions at the supports A, B and C 20 kN 6 kN/m 2 m 2 m rn (b) Equilibrium of a compound beam is maintained by the fixed, pin and roller supports at A, B and C respectively. For the following loading, determine the reactions at the supports A, B and C 20...
Question 1 (a) Abeam has a fixed support at A and roller supports at D and E as shown in Fig. Q.la below. Internal hinges are also placed at B and C. (i) Determine all the reactions (ii) Draw the shear force diagram for the beam. (iii) Draw the bending moment diagram for the beam. (20%) (25%) (25° 60 kN/m 40 kN/m 20 kN/m 150 kN 100 kN.m Hinge Fig. Q.1a
Q5. The cantilever beam, AC, is subjected to the load case shown in Figure 5. For the loading shown, do the following: [10 Marks] a) Calculate the magnitude and direction of the reactions at A b) Using the Macaulay function, determine the displacement in y of the point B of the beam (x 2.4 m from the support at A) [10 Marks] c) Determine the slope at B. [5 Marks] The beam has a Young's modulus of E-200 GPa and...