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)
1] Determine the reactions at the supports. (20 points) 3 kN 3 m 6 kN 8 kN 2 m 1] Determine the reactions at the supports. (20 points) 3 kN 3 m 6 kN 8 kN 2 m
6 m 6 m 3m In 5 kN 6 m 3 m Figure 3 25 MARKS Question 4 For the same structure in Figure 3, determine the support reactions using the moment distribution method. 6 m 6 m 3m In 5 kN 6 m 3 m Figure 3 25 MARKS Question 4 For the same structure in Figure 3, determine the support reactions using the moment distribution method.
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
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 reactions and the shear and moment distrubtions, & diagrams Problem 4.13 20 kN 30 kN/m 30 kN D15KN B E 4 m A 2 m 6 m 2 m Problem 4.13 20 kN 30 kN/m 30 kN D15KN B E 4 m A 2 m 6 m 2 m
do both plx, thx u 1) Determine the reactions 27 kN/m coTTI | 27 KN/m | 3m- 3 m - 6 m 3 k/ft 12ft- L 2017 20 ft tot
Problem.2 Clearly indicate the magnitude and direction of all support reactions. 50 kN/m 25 kN/m OI 4 m
2.4 kN/m Problem No. 1 (25%): 2 kN/m y = kx 3.0 KN 300 For the beam and loading shown, determine (a) the magnitude and location of the resultant of the distributed load (b) the reactions at the beam supports (Fig. 1). B A 0.6 m 1.2 m - 0.8 m 2.4 m —- - 10 ml Fig. 1
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