6. Determine the x and y reactions at supports A and B in this beam. ya...
Determine the reactions at the supports of the beam which is
loaded as shown.
Assume w1 = 600 N/m, w2 =
220 N/m, a = 7.1 m, b = 1.8 m.
Determine the reactions at the supports of the beam which is loaded as shown. Assume w1 = 600 N/m, W2 = 220 N/m, a = 7.1m, b = 1.8 m. w w OB b b d Answers Ax - N Ay = N By = N
Determine the reactions at the supports A and B of the beam shown below. A is a pin support and B is a roller
Q3. a. Determine the reactions at supports A and B for the beam as shown in figure below. (Assume support A is a roller and support B hinged) 15.01 22 N/m 15 N 50 Nm B А 6.5 m 3.5 m b. Draw the free body diagram of each of the blocks given in the figure below. [2.5)
10. Determine the reactions at the supports at B of the cantilever beam shown in the figure. go 9 (a) Cantilever
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 El is constant Use conjugate
beam method to determine deflections ,
6 m 50 KN 200 kN. 9 m - 3 m Fig. (5) BEST WISHES
PROBLEM 7: Determine the reactions at the beam supports for the given loading. 200 lb/it |--6--1--6--
asap
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. 6 m 50 KN 200 kN.m 9 m 3 m Fig. (5)
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 L3 33° 3m А B 2m 25 kN
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
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