1. Compute all reactions for the beam if support C moves up a distance of 320/EI with the load applied. Assume that EI is constant. Note: Take Cy as the redundant force. P = 16 kips A B 6'- 6'- 12'- C Tt

Determine the reactions at supports. Also, draw the shear and moment diagram. Note: c= 8d= 1

P (kN) d (mm) t (mm) www 85 80 25 The beam in Figure Q2(a) has a cross-section as shown in Figure Q2(b), where the values of P, d and t are given in Table Q2. (a) Determine reactions, RA and Rg. (b) Determine the shear force at section AB and bending moment at point B. (c) Determine the neutral axis and moment of inertia of the cross section of the beam (d) Det hine the maximum tensile and compressive bending stress the beam at point B. (Formula: omax =). Then, plot the bending stress distribution. (e) Determine the maximum shear stress of at section AB. (Formula: T =). P (kN) t (m d (mm) 1.6 m 0.8 m d (mm) t (mm) t(mm) (a) Figure Q2

QUESTION 1. Determine the reaction at pins at A, B and C and fixed support at D. Answer in component form. Take P = 8+ 0.5(third highest digit of your student number). ALSO, draw the shear and moment diagram of member BC only. 12P kN 8P kN B 4 m D -3 m 3 m- 3m 3 m-

pls solve completely with FBD

The L-shaped arm ABCD shown in the figurelies in a vertical plane and pivots about a horizontalpin at A. The arm has a constant cross-sectional areaand total weight W. A vertical spring of stiffness ksupports the arm at point B.(a) Obtain a formula for the elongation of thespring due to the weight of the arm.(b) Repeat part (a) if the pin support at A is movedto D.

Determine/derive the Shear and Moment Equations of each segment of the beam (kindly include the FBD). Compute the Reactions and Draw the detailed Shear and Moment Diagram indicating values.

For the beam shown below, let wo = 16 N/m, W₁ dimensions are in m. 0 1 Wo ↓ = 10 N/m, and M = 16 N/m. All W₁ min 1 1 2 3 4 5 7 Figure 2 Loaded Cantilever Beam L 6 1 8 a. Find the reactions at A. b. Find the loading function q(x) using singularity functions. c. Find the shear and moment functions V(x) and M(x). M 9 m d. Determine and plot the shear diagram for the given loading conditions. e. Determine and plot the moment diagram.

Compute for the Shear and Moment Equation each segment (kindly include the FBD). Compute the Reactions and Draw the detailed Shear and Moment Diagram indicating values.

Draw the shear and bending moment. And find the reaction at the supports for the beam shown. Take E = 200 GPa I = 90x10^-6 m⁴ Use four decimal places