2. In Figure 2, determine the reactions at the support _800 N/m 3 m 1 m...
A beam supports a variably distributed load as shown in Figure 3. Given a pin support at A, and a roller support at B, calculate the support reactions. Lw 6 kN/m lw 2 kN/m 2 m Figure 3 Beam supporting a variably distributed load
Determine the support reactions at A (roller) and B (pin).
800 N/m 3 m
Determine the support reactions and draw internal force (V, M) diagrams for the continuous beam shown in the figure due to the uniformly distributed load and the support settlements of 15 mm at support B, 36 mm at support C and 18 mm at support at D. 32 kN/m о. В 15 mm Со. 36 mm 18 mm 5m - 5m 5m - E = 200 GPa 1 = 1705 x 10 mm
For the beam and loading shown in Figure A2: - a. Determine the support reactions b. Draw the shear and bending moment diagrams c. Determine the maximum absolute value of shear force and bending moment P= 100 N P= 140 N w = 30 N/m A B 4 m 7 m 10 m 3 Figure A2.
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...
Structure Analysis
Refer to Figure 2, determine the location of the 40 kN load such that sags at point B and C are 3 m and 2 m respectively. Determine the maximum tension in the cable and the reactions at support A and D 4 m 3 m 2 m 40 kN 20 m 10 m 10 m Figure 2
Refer to Figure 2, determine the location of the 40 kN load such that sags at point B and C...
Determine the reactions at the roller support B and the pin support
A
Determine the reactions at the roller support B and the pin support A 1 end 6 kN A-t 6 kN/m 3 m
A loaded beam with a pin support at B and a rller support at C is shown in Figure 1. The applied loads on the beam are: an anti-clockwise point moment at A, a variably distributed load between B and C, and a clockwise point moment at D g kN/m f kNm h kN m A C 4 m 2 m 2 m Figure 1 The magnitude of the anti-clockwise point moment f in units of kN'm can be found...
SAN4701 OCT/NOV 2017 QUESTION 1 The beam shown in Figure 1 is fixed at support A and support C, support B is a roller support. Use the stiffness matrix method to determine the. Member stiffness matrix 11 1.2 Structure and load matrix (10) 13 Displacement matrix Reactions at the support 14 15. Moments at the fixed supports El is constant along the length of the beam 18 kN 10 kN 20 m 10 m 1 15 m15 m Figure 1...
1. Determine the support reactions for girders B-1, B-2, B-3 and G-2. Live load- 75 psf, Dead loads: 55 psf. Planks width is 1'. Beam and girder self weight is 10 lb/ft. B-1 G-2 B-3 10" 5' 41 8'
1. Determine the support reactions for girders B-1, B-2, B-3 and G-2. Live load- 75 psf, Dead loads: 55 psf. Planks width is 1'. Beam and girder self weight is 10 lb/ft. B-1 G-2 B-3 10" 5' 41 8'