30KN/m 1.5m 3.0m 2.5m

b) E is constant, find the reaction forces and moments Using the Moment Distribution Method 400 lb A 500 in 4 10 ft B 60 lb/ft 750 inª 20 ft C 600 in 4 15 ft D

a) E is constant, find the reaction forces and moments. Using the Moment Distribution Method 1 = 300 inª 15 ft 240 lb/ft 1 = 600 in4 20 ft C

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)

Determine the moments at A, B, C, and D and draw the moment diagram of the frame shown in the figure. A and D are embedded. B and C are rigid joints. El Constant. Use the moment distribution method. = 15 k 6 ft 6 ft 4 k/ft -15 ft- C

The El of the beam is constant. Virtual forces. 8) Using an energy method (strain energy, virtual forces, or Castigliano's Theorem-your choice!), find the displacement at the free end of beam ABC. For the beam, EI is constant. L B b P dc=

Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. B C 4. 4 A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 10° mm, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. 163.87 x kN

P11. Analyze the given indeterminate beam using the three-moment equation. Then draw the shear and moment diagram. EI is assumed to be constant.

Engineering Mechanics (Upvote will be given. Please write the complete solutions and FBDs Legibly. No long explanation needed. Solve in 3 decimal places.)                                Analyze the following beams by computing the support reactions. EI is assumed to be constant.

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