2. Consider following beam: Given: F(Ay) = 645 N 600 N 1000 N B కా D -7.5 m- 1m a) Determine magnitude and location of equivalent concentrated force between points D and B using integration. b) Determine internal reaction at point K, located 3.5 m to the left of B by cutting the member from the right. (use following convention: a. Draw the free body diagram, where distributed force is replaced by the concentrated force. b. Solve for V(x=3.5) and M(x=3.5)

2. Consider following beam: Given: F(Ay) = 645 N 600 N 1000 N B కా D -7.5 m- 1m a) Determine magnitude and location of equivalent concentrated force between points D and B using integration. b) Determine internal reaction at point K, located 3.5 m to the left of B by cutting the member from the right. (use following convention: a. Draw the free body diagram, where distributed force is replaced by the concentrated force. b. Solve for V(x=3.5) and M(x=3.5)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Calculate the vertical component of the internal force at B. Let W = 4 kips/ft. Indicate the Minus sign (-) if answer is negative.
For the figure shown, find the horizontal reaction and vertical reaction at A and also the vertical reaction at B. Determine the Internal forces at point C. Construct the shear and moment equations/functions at segment DE (1.5 < x < 3.0).Note point D is at 1.5m from A and point E is 3.0m from A.
Assume that M0 = 5.90 kip-ft and L = 3.20 ft. Determine the reaction force at B. Assume that EI is constant for the beam. (Reminder: The roller symbol implies that both upward and downward displacement is restrained.)
The force system shown consist of a counterclockwise couple of 720 N-m plus a 1200 N force through the origin O, directed down to the left as specified. Determine the (a) distance between the forces and (b) intercepts of the single force at A(a,0) and B(0, b).
Calculate the vertical reaction at support B. When sketching FBD, assume the positive direction of all reactions in the positive direction of y axis. Enter your answer in kN to two decimal places.
Considering the beam below using Three Moment Equation, Determine the vertical reaction at points A. B. and C. and the deflection at the midspan of AB.
Use Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. A=2.8 B=24.0 C=28 Determine the following: Vertical Reaction at B in kN. Moment Reaction at A in kN-m.
Solve neatly, systematically and completely. For the figure shown, find the horizontal reaction and vertical reaction at A and also the vertical reaction at B. Determine the Internal forces at point C. Construct the shear and moment equations/functions at segment DE (1.5 < x < 3.0).Note point D is at 1.5m from A and point E is 3.0m from A.
Compute vertical displacement of E if: 100 kips acts dowmward at A A unit force acts down at E
Plz don't use chat gpt Solve for the global equilibrium equations and find the internal force of the beam.
10. Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P.
The simply supported beam in the figure is loaded by the clockwise moment 10 kN-m at B. Draw the shear force and bending moment diagrams by area method. Neglect the weight of the beam.Please show complete solution