A beam is subjected to a linearly increasing distributed load. The elastic curve (deflection) is shown in the figure. The equation to find the maximum deflection is given below. Create a matlab code...


A beam is subjected to a linearly increasing distributed load. The elastic curve (deflection) is shown<br>in the figure. The equation to find the maximum deflection is given below. Create a matlab code<br>where you can calculate the maximum deflection (dy/dx=0) using the bisection method.<br>Use initial guesses of 1 and 4, L= 6.46 m, E = 59000 kN/cm2, I=35000 cm4, and w0= 2.5 kN/cm.<br>What will be the value of x (location of maximum deflection) after 14 bisection iteration?<br>wo<br>(-æ³ + 2L²«³ – L^x)<br>120ΕIL<br>dy<br>wo<br>(-5x4 + 6L²w² – L^)<br>da<br>120EIL<br>Choices<br>O 1.4445<br>O 2.6001<br>O4.3335<br>O 2.889<br>

Extracted text: A beam is subjected to a linearly increasing distributed load. The elastic curve (deflection) is shown in the figure. The equation to find the maximum deflection is given below. Create a matlab code where you can calculate the maximum deflection (dy/dx=0) using the bisection method. Use initial guesses of 1 and 4, L= 6.46 m, E = 59000 kN/cm2, I=35000 cm4, and w0= 2.5 kN/cm. What will be the value of x (location of maximum deflection) after 14 bisection iteration? wo (-æ³ + 2L²«³ – L^x) 120ΕIL dy wo (-5x4 + 6L²w² – L^) da 120EIL Choices O 1.4445 O 2.6001 O4.3335 O 2.889

Jun 05, 2022
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