4. As is shown in the Fig. 1, in addition to gravity acting on a triangular...
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4. As is shown in the Fig. 1, in addition to gravity acting on a triangular cantilever beam, there is a linear q=0 acting on the upper boundary. Try to solve the stress components 6. Gy. Try by the x == third-degree polynomial stress function. (20 points) load pure Taking = ax³ + bx²y+cxy² + dy³. A g(x)-qox/l y pg Fig. 1 B 40 X 4. As is shown in the Fig. 1, in addition to gravity acting on a triangular cantilever beam, there is a linear q=0 acting on the upper boundary. Try to solve the stress components 6. Gy. Try by the x == third-degree polynomial stress function. (20 points) load pure Taking = ax³ + bx²y+cxy² + dy³. A g(x)-qox/l y pg Fig. 1 B 40 X 4. As is shown in the Fig. 1, in addition to gravity acting on a triangular cantilever beam, there is a linear q=0 acting on the upper boundary. Try to solve the stress components 6. Gy. Try by the x == third-degree polynomial stress function. (20 points) load pure Taking = ax³ + bx²y+cxy² + dy³. A g(x)-qox/l y pg Fig. 1 B 40 X 4. As is shown in the Fig. 1, in addition to gravity acting on a triangular cantilever beam, there is a linear q=0 acting on the upper boundary. Try to solve the stress components 6. Gy. Try by the x == third-degree polynomial stress function. (20 points) load pure Taking = ax³ + bx²y+cxy² + dy³. A g(x)-qox/l y pg Fig. 1 B 40 X 4. As is shown in the Fig. 1, in addition to gravity acting on a triangular cantilever beam, there is a linear q=0 acting on the upper boundary. Try to solve the stress components 6. Gy. Try by the x == third-degree polynomial stress function. (20 points) load pure Taking = ax³ + bx²y+cxy² + dy³. A g(x)-qox/l y pg Fig. 1 B 40 X 4. As is shown in the Fig. 1, in addition to gravity acting on a triangular cantilever beam, there is a linear q=0 acting on the upper boundary. Try to solve the stress components 6. Gy. Try by the x == third-degree polynomial stress function. (20 points) load pure Taking = ax³ + bx²y+cxy² + dy³. A g(x)-qox/l y pg Fig. 1 B 40 X 4. As is shown in the Fig. 1, in addition to gravity acting on a triangular cantilever beam, there is a linear q=0 acting on the upper boundary. Try to solve the stress components 6. Gy. Try by the x == third-degree polynomial stress function. (20 points) load pure Taking = ax³ + bx²y+cxy² + dy³. A g(x)-qox/l y pg Fig. 1 B 40 X 4. As is shown in the Fig. 1, in addition to gravity acting on a triangular cantilever beam, there is a linear q=0 acting on the upper boundary. Try to solve the stress components 6. Gy. Try by the x == third-degree polynomial stress function. (20 points) load pure Taking = ax³ + bx²y+cxy² + dy³. A g(x)-qox/l y pg Fig. 1 B 40 X
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