3. For the simply supported beam below, determine the reactions at the supports, A and B,...
3. For the simply supported beam below, determine the reactions at the supports, A and B, so that the beam is in static equilibrium. (20 pts.) 25 kN 10 KN 233 3m A 33° B -20m 2m 25 kN
total distance from A to B is 20 m 3. For the simply supported beam below, determine the reactions at the supports, A and B, so that the beam is in static equilibrium. The length of the beam is 20 meters long. (20 pts.) 25 KN 10 KN A 330 3m 2m 25 kN
the total distance from A - B is 20m 3. For the simply supported beam below, determine the reactions at the supports, A and B, so that the beam is in static equilibrium. (20 pts.) 25 kN 10 kN Зm 330 2m → 25 kN
Find the reactions at the supports for a simply supported beam of length 15 m in which the point load of 180 kN is acting at a distance of 5 m, UDL of intensity 130 kN/m acting at a distance of 7 m both from the right end.
Problem 3 The beam llustrated in figure 3 is clamiped at A and simply supported by a pole at B supported by a roller at B. 40 mm Ay 5 mm 20 kN/m 50 kN Ma 50 mm 5 mm 2 m 2 m 2 m 4 mm Figure 3 Figure 4 a) Determine the reactions of the supports Rp, Ay and MA- b) Using Ay 14 kN, Rg 76 kN and Ma 36 kN.m counterclockwise and the section shown...
Consider the simply supported beam shown in the figure below. Let xbe the distance measured from left end of the beam. 1. Determine the vertical reactions at A and C 2. Write the equations for shear and moment for the section of the member between B and C. 3. Draw the shear and moment diagrams for the entire beam, specifying values at changes in loading and locations where the shear is 0. 48 KN 8 kN/m 24 kN-m А B...
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...
Q 4. A beam is shown in the figure given below where A is hinged, and B and C are roller supports. Use Three-Moment-Theorem to determine the end moments and draw the BMD for the beam. w kN/m P2 kN P1 kN B A D 2EI 2EI EI L4 L3 L3 L2 L1. in Given values: L1=4m, L2=3m, L3=3m, L4=2m, P1=6KN, P2=8KN, W=8kn/m
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. I need it in 30min or 1 h 6 m 50 KN 200 kN.m 22 А В. С 9 m to 3m
Problem #4 (20 points): For the following simply supported beam: a) Determine equations for V(x) and M(x) for sections 0<x< 2 and 2<x< 8. Box your answers. b) Roughly sketch the shear and bending moment diagram for the beam. c) Determine the maximum bending moment (magnitude), Mmax and where it occurs, Xmax 4 kN/m XA 2m- - 6 m 3 KN