Summary:The reaction forces at supports A and D are: Ax=0, Ay=45K, Am=600K.ft, and Dy=15K
5- The beam shown below has an internal hinge at point C. Support A is fixed...
5- The beam shown below has an internal hinge at point C. Support A is fixed while support D is a roller. a-Draw the free body diagram for the beam (5 points) b-solve for the reaction forces at support A and D Ax= (5 point) Ay Dy = (5 points) (5 point) Am = (5 points) 50K 3K/ft B 10 ft 10 ft 10 ft
Statics 5- The beam shown below has an internal hinge at point C. Support A is fixed while support D is a roller. a-Draw the free body diagram for the beam (5 points) b- solve for the reaction forces at support A and D (5 point) Ay (5 points) A- (5 point) Am (5 points) D- SOK 3K/A B 10.17 10 ft 10 ft *
Please help with this question. 5- The beam shown below has an internal hinge at point C. Support A is fixed while support D is a roller a-Draw the free body diagram for the beam (5 points) b-solve for the reaction forces at support A and D Ax= (5 point) Ay = (5 point) Am = (5 points) Dy = (5 points) 50K 3K/ft OD B C 7777 10 ft 10 ft 10 ft * >
Problem 3 (30 points). The beam shown below has an internal hinge at point C: (a) [10 points] Draw the influence line for the reaction at B, RB. (b) [10 points] Draw the influence line for the moment at E, Mg. (C) [10 points] Determine the maximum bending moment generated by the moving truck load shown below. 20 k 20 k 5k B A с D 5 ft 5 ft E 5 ft 5 ft 10 ft 10 ft
1. The block shown in the figure has a mass of 612 Kg. The static coefficient of friction between the block and the supporting surface is 0.33 while the kinetic coefficient of friction is 0.26. Ignore the size of the block. Force P is parallel to the incline while the 1000N force is vertical. a) If P = 2000 N, the shown block is (circle the correct answer) (5 points) a) in equilibrium b) moving up the incline c) is...
2.- The beam shown in the figure, has a roller support at A, a fixed support at C and an internal hinge at B. The lengths of segments AB and BC are α and b respectively. A uniformly distributed load, q, is applied between points B and C, and a concentrated load P acts at a distance 2a/3 from the support A. EI is constant. (a) Determine the deflection B at the hinge using superposition. Clearly state the continuity conditions...
2.- The beam shown in the figure, has a roller support at A, a fixed support at C and an internal hinge at B. The lengths of segments AB and BC are and b respectively. A uniformly distributed load, q, is applied between points B and C, and a concentrated load P acts at a distance 2a/3 from the support A. El is constant. (a) Determine the deflection o at the hinge using superposition. Clearly state the continuity conditions at...
4.) Cable DE holds a simply-supported beam with an internal hinge at B. Find the support reactions at hinge B 1 ft 9 ft 10 ft 2 k/ft 10 ft 30 ft
blem #5 (20 pts): for the frame structure shown below, calculate the following a) Support reactions at roller support A and pin support C b) The internal forces at support A. c) The internal forces at point D, which is located at 5 ft from the point A, along the member AB. d) The internal forces at point E, which is located at 4 ft from point C, along the member BC. Note that point D and E are not...
The beam ABC is supported at A with a guided support (fixed with roller) and hinge at B has rectangular cross section and supports concentrated loads P both ends A and C as shown in the figure. The span length from A to Bis L, and the length of the overhang is 1/2. Point D is located midway between the supports at a distance d from the top face of the beam Knowing that the maximum tensile stress (principal stress)...