1] Determine the reactions at the supports. (20 points) 3 kN 3 m 6 kN 8 kN 2 m
Q1: Determine the reactions at supports A, B and D. 4.KN 5 kN 8 kN.m 60° 3 1.5 m B 4 6-KN 45° -3 m 2 m t Q1: Determine the reactions at supports A, B and D. 4.KN 5 kN 8 kN.m 60° 3 1.5 m B 4 6-KN 45° -3 m 2 m t
determine the reactions at the supports for the beam shown. 150 kN stant 40 kN/m rmly e ex- ns of and 8 m 20 kN/m s as A 6 m 6 m 6 m FIG. P3.17
Find the reactions at supports A and B? 1 w=w+kx? 4 KN 6 kN/m 2 kN/m 0.5 m А B 0.6 m 1.4 m 0.4 m 0.6 m
15 kN 25 kN-m 25 kN-m 7 kN/m m-13m2 a) Determine the reactions at supports A and D. (5points) b) Write functions for shear force (V) in terms of x (12 points) c) Write functions for bending moment (M) in terms of x. (16 points)
Problem 2 Determine the reactions at the beam supports for the given loading. 3.5 kN/m 15 kNm 6 m In
Please indicate all solutions and equations legibly. Thank you 2-23. Determine the reactions at the supports A and B of the compound beam. There is a pin at C. 2 kN/m 4 m 6 m 2-23. Determine the reactions at the supports A and B of the compound beam. There is a pin at C. 2 kN/m 4 m 6 m
Determine the reactions at the supports. 3. 800 N/m 3m Ans: В NA Br 2.40 kN = 133 N В, 3.33 kN 3 m 1 m
In the truss shown in the figure: 1. Determine the support reactions at supports A and F. (10 points) 2. Determine the force in members BC, IC, and IH of the truss using method of joints. Explain and justify if the members are in tension or compression. (20 points) 3. Draw FBD for each step of 1 and 2. (10 points) 60KN 40 kN -2 m -2 m -2 m E D 1.5 m F с O -30 kN H...
Page < 1 > of 6 - 200M + 3. Determine the reactions at the supports. Neglect the thickness of the beam, and the weight of the beam. (20 pts) 920 N/m 560 N/m search inspiron
1) Determine the reactions at the supports for the structures shown. The support at A is a Roller and the support at B is a Pin. 2.0 k/ft M 10 k- 3.0 k/ft 12 ft 25 k- 25k-Pokift 15 ft B! 1 F20ft- 2) 2 3 k/ft A beam is supported at points A, C, and E, and is loaded as shown. The support at A is fixed. The supports at C and E are rollers. Hinge-B ce Dl Hinge...