Problem 2-35 points) For the beam and loading shown, determine the reaction forces at the supports.
400 N/m 6) For the given loading, find the reaction forces at the beam supports as shown in the given image. Sketch a complete FBD of the beam. - 3m- 3 m —
Problem 2 Determine the reactions at the beam supports for the given loading. 3.5 kN/m 15 kNm 6 m In
2) A beam supports the loading shown below. Determine the internal normal force, shear force and beading moment acting just to the left of point B and to the right of point Cof the 8 kN force. 8 KN loknom A D t 0 0 B C 5m
Question 2 Consider the beam and loading shown in the figure below. Using moment-area method, determine reactions at the supports. Hint: Spilt the loading using superposition to simplify the problem. Parabola Areebie
2) A beam supports the loading shown below. Determine the internal normal force, shear force and beading moment acting just to the left of point B and to the right of point C of the 8 kN force. 8 KN loknom A D oo 6 ) B C 2m 5m 1
Problem 8 (Integration) For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for segment AB of the beam, (b) the deflection midway between the two supports, (c) the slope at A, and (d) the slope at B. Assume that El is constant for the beam. - X A * 12*
PROBLEM 7: Determine the reactions at the beam supports for the given loading. 200 lb/it |--6--1--6--
Problem 1. (20 points) Given the loading on the beam, find the internal forces and moment (N, V, and M) at point F. C F 45° B 300 -15m+15m+ 15m-+ 1.s 1.5 m Problem 1. (20 points) Given the loading on the beam, find the internal forces and moment (N, V, and M) at point F. C F 45° B 300 -15m+15m+ 15m-+ 1.s 1.5 m
Problem 2 For the beam and loading shown, using singularity functions, determine (a) the equation of the elastic curve, (b) the deflection at point B, (c) the deflection at point D L/2 L/2 L/2 Problem 2 For the beam and loading shown, using singularity functions, determine (a) the equation of the elastic curve, (b) the deflection at point B, (c) the deflection at point D L/2 L/2 L/2
2. For the beam and loading shown in the following figure: (a) find all the reaction forces, (b) draw the shear and bending moment diagrams and (c) determine the maximum absolute value of the shear and the bending moment. 25 kN m 40 kN 401N 0.61 1.S 0.6 m