Use the Force Method to analyse the frame shown in the Figure by introducing hinges and corresponding redundant bending moments at points B and C. Plot the bending moment (M) and shear force (V) diagrams for the loading shown. 12 kN/m A 16 kN↓ B C 4.5 m 4.5 m 6 m El is constant all across the structure. 72 kN.m D D'℃ Assume the unit moments this way to get consistent results 4.5 m 4.5 m A) Find X1 (see the similar example(s) of the note if you do not know what X1, X2 are) - X1 is associated with the unit moment at B. B) Find X2. Note: X2 is associated with the unit moment at C. C) Based on X1 and X2: Find RAX (Horizontal reaction at A)| D) Based on Xland X2: Find RAY (Vertical reaction at A) 1

Please only include the sketch mentioned in the question as I have already provided the calculation and answers to the question.

SOLVE STEP BY STEP WITHOUT ARTIFICIAL INTELLIGENCE, SOLVE BY HAND STEP BY STEP Virtual load method on frames. For each case, consider El = constant: 2. Calculate the horizontal, vertical and angular displacement at node B. Draw the axial force, shear force and bending moment diagrams. 1 Ton/m 1 Ton B A DIMENSIONS IN m 5.00 3.00

using MATLAB

Can you help me find the moment reactions aswell as Shear force and bending moments. With a UDL

A 16 kN/m 80 kN.m C 75 kN B 2 m 2m 1 m 2 m 5 m El is constant all across the structure. D Use the Force Method to analyse the beam shown in the Figure by introducing hinges and corresponding redundant bending moments at points A, B, C. Plot the bending moment (M) and shear force (V) diagrams for the loading shown. A) Find X1 (see the similar example(s) of the note if you do not know what X1, X2 and X3 are) - XI is associated with the unit moment at A. B) Find X2. Note: X2 is associated with the unit moment at B. C) Find X3. Note: X3 is associated with the unit moment at C. D) Based on X1, X2, and X3: Find Ray (Vertical reaction at A). E) Based on X1, X2, and X3: Find Roy (Vertical reaction at D)

A folding tray mechanism is attached to a wall as shown. Find the internal forces and bending moment in the lower support arm at section s-s, located midway between points B and E, when a force of F = 250 N is applied at an angle of 0 = 32°. A B. 's E D k a- b – Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 17 cm b 26 cm 35 cm hi 25 cm h2 18 cm The internal axial load at section s-s is A = N. The internal shear load at section s-s is V = N. The internal bending moment at section s-s is M = N-m.

find second moment of area for cases 4-7

Needs Complete typed solution with 100 % accuracy.

RAX Ray 0.2m 100Nm 100N 1000 0.3m A. Draw Shear force diagram B. Draw Bending moment diagram C. Draw Torque diagram D. Draw Axial force diagram ZOON 1000m 2000 0.2m y RBy Ł 10,000 N 10,000 N