12' 600 Ib/ft R,- 3200 lb R2= 6400 Ib 3200 Ib 2400 Ib 5.33' 4800 lb 8533 ft-Ib 10.67' 4800 ft-lb inflection point Deflected Shape of Beam

Q: 1. Draw the shear and bending moment diagrams for the beam and loading shown. Note: The vertical…

A:

Q: The vertical reaction at support B is 6.53kN.  a) considering the reference at the left-hand side,…

A: Part a)Part b)

Q: Draw the shear and moment diagram for the frame shown: 4.35. 10 kips Hinge 10 8 kips -6 kips- 10 16…

A:

Q: 1. Determine the tension in cables BD and CD and the X, Y, and Z components of reaction at the ball…

A: Given:- The magnitude of the force acting = 300 N  The radius of the semi-circle half-disk = 1.5 m…

Q: what of the 3kn force at  the right

A:

Q: Q2/ Draw the shear force and bending moment diagrams for overhanging beam shown in figure 2. 2.5 kN/…

A: Given Data Draw the shear force and bending moment diagram.

Q: O 26.8 kips O 23.2 kips O 25.2 kips O 19.7 kips O 21.2 kins W L₁ B L2 X

A: To find magnitude of vertical reaction at point C

Q: Referring to the figure, please focus on the last three tasks.  1. Draw shear and moment diagram.…

A: Data given: Asked: Draw shear and moment diagram Find the maximum and minimum shear and moment…

Q: The vertical reaction at support B is 6.53kN.  a) considering the reference at the left-hand side,…

A: Step 1:Step 2:Step 3:The maximum shear force is +3kN at point CStep 4:

Q: 3. For the beams shown below construct the shear-force and bending-moment diagrams. Label all…

A: KINDLY NOTE: As per our guidelines, we are supposed to answer the first question, or in this case…

Q: Refer to Figure 2 and determine the required force at C for the gate to be in equilibrium. 450…

A: Solution:- Given, SG=0.72/80cm SG=1.30/150cm Width=3.5 cm

Q: F KN 1 m 30 kN 5 kN/m 4 m 2 m R, R2

A:

Q: The vertical reaction at support B is 6.53kN.  a) considering the reference at the left-hand side,…

A: Step 1:

Q: 2. In Figure 2, draw the shear and moment diagrams for the beam. -3 m- 6 m 12 kN/m B

A: