A beam-link-spring system is shown in Fig. 1. The beam is hinged at A and supported...

  

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A beam-link-spring system is shown in Fig. 1. The beam is hinged at A and supported by a link at B. In addition, the beam is supported by eight equally spaced springs. The beam is 250 UB 25.7 and the link has a cross-sectional area of 2-10 m². The Young's moduli of the beam and the link are both 200 GPa. The length of the beam, L., is 3.6 m and the length of the link, H, is 2 m. The spring constants, ki-ks, are determined by the eight digits of your student ID, according to Table 1. A corresponds to the first digit, and so on. The beam is subjected to a linearly increasing distributed load with the load intensity increasing from 0 at 4 to q- 10 kN/m at B. Write an APDL code to find the maximum deflection and rotation of the beam, as well as the locations of these maximum values. Your code should produce the following output (For illustration purpose. The actual numbers will vary.) Use APDL. commands NSORT and "GET to achieve these. The maximum deflection is -1.7647E-03 m. The x-coordinate is 2 m. The maximum rotation is -1.2951E-03 rad. The x-coordinate is 0 m. k₁ = 207 kN/m² 68 = 199 kN/m k2 kN/m k2= 175 kN/m k4= 161 kN/m 105= 235 ANA 16- 2014N K7= 2116 4₁ A A A A hmm. : A AT A₂ m. Ju mu Figure 1. A beam-link-spring system Table 1: Digits and corresponding spring constants Digit Spring constant (kN/m) 155 207 199 211 175 235 207 161 160 215 H (16 Marks) A beam-link-spring system is shown in Fig. 1. The beam is hinged at A and supported by a link at B. In addition, the beam is supported by eight equally spaced springs. The beam is 250 UB 25.7 and the link has a cross-sectional area of 2-10 m². The Young's moduli of the beam and the link are both 200 GPa. The length of the beam, L., is 3.6 m and the length of the link, H, is 2 m. The spring constants, ki-ks, are determined by the eight digits of your student ID, according to Table 1. A corresponds to the first digit, and so on. The beam is subjected to a linearly increasing distributed load with the load intensity increasing from 0 at 4 to q- 10 kN/m at B. Write an APDL code to find the maximum deflection and rotation of the beam, as well as the locations of these maximum values. Your code should produce the following output (For illustration purpose. The actual numbers will vary.) Use APDL. commands NSORT and "GET to achieve these. The maximum deflection is -1.7647E-03 m. The x-coordinate is 2 m. The maximum rotation is -1.2951E-03 rad. The x-coordinate is 0 m. k₁ = 207 kN/m² 68 = 199 kN/m k2 kN/m k2= 175 kN/m k4= 161 kN/m 105= 235 ANA 16- 2014N K7= 2116 4₁ A A A A hmm. : A AT A₂ m. Ju mu Figure 1. A beam-link-spring system Table 1: Digits and corresponding spring constants Digit Spring constant (kN/m) 155 207 199 211 175 235 207 161 160 215 H (16 Marks)

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To solve this problem using APDL ANSYS Parametric Design Language we need to create a finite element model of the beamlinkspring system and apply the ... View the full answer