100 kN 20 kN/m A В -3 m - 3 m- -6 m - Solve for By in kN. Do not write the units. Any no. of decimal places is OK.

Problem 5 Using the conjugate-beam method, determine the displacement at D and the slope at D. Assume A is fixed support, B is a pin, and C is a roller. Take E = 29×10³ ksi, I = 650 in ¹. 12 ft- B -12 ft Ic 12 ft- 24 k

1. Use the Macaulay/singularity functions to obtain a formula for the bending moment M. 2. Use this to get a formula for Elv as a function of x, including two constants of integration Cp and C2 3. Determine the values of C and C and write out Elvin terms of P, L and a. 4. If a = L/3 what is the maximum value of -Eiv/Pa?? Write it as a positive number in the box, to two decimal places. (PLEASE ANSWER ASAP AND CORRECTLY! THANK YOU)

please show every step and explain so i can understand Using Force method Find the vertical reaction to roll C using the method of forces (Mohr's Table). Take the reaction to the C-roll as the redundant force. EI is constant for the whole frame. A is an embedding, B is a rigid node and C is a roller.

By integrating the differential equations of equilibrium, calculate V, and M, for 0 < x < L. Clearly state the boundary conditions. Verify the solution by using the free body diagram method. Plot V, and M, vs L < 1. for 0 < L Vy Vy(z) Vy(0) V,(0) is V,(x) at 1 = 0 M, = M-(2) Po TTX' Py = Po sin () EI, L