Problem 2. The figure shown below is associated with Problem 6-22 in Structural Analysis, 10th edition by Hibbeler. The beam consists of two elements that are connected by a hinge at B. The supports at A and Care equivalent to rollers, and there is a pin support at D. Use equilibrium equations to construct the influence lines for the vertical reactions at A, C, and D. For all diagrams, use the sign convention that an upward reaction force 1 is positive. Identify the ordinate values on both diagrams at A, B, C, E, and D.

Problem 2. The figure shown below is associated with Problem 6-22 in Structural Analysis, 10th edition by Hibbeler. The beam consists of two elements that are connected by a hinge at B. The supports at A and Care equivalent to rollers, and there is a pin support at D. Use equilibrium equations to construct the influence lines for the vertical reactions at A, C, and D. For all diagrams, use the sign convention that an upward reaction force 1 is positive. Identify the ordinate values on both diagrams at A, B, C, E, and D.

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

in each case, calculate the reaction at a and then draw the free-body diagram of segment ab of the beam in order.to determine the internal loading at b
For the figure shown, determine the reaction of the hinge force at B as it acts upon member AC. (kN)
1. Write about the effects of the Stability and Determinacy of Engineering Structures on the economical of the structures in design. 2. For the structural beam shown; noting that the internal hinges lies in the midspan of the beams; find the following: a. Draw the shear and bending moment diagrams. b. Construct Influence Lines for : (Rc, RF, Sp, SRight-E, SLeft-E, Mc, SLef-F) x=4 y=4 z=5 w=10kn/m p=98kn W A B F Y Jo 11:48 !
The compound beam is supported by a rocker at B and is fixed to the wall at A. If it is hinged (pinned) together at C determine the components of reaction at the supports. Neglect the thickness of the beam The question is in the image below
In the structures shown below all members have the same Young's Modulus, E, second moment of area, I, and cross sectional area, A. (a) Calculate the vertical deflection of the point load in the structure shown below. L A L (b) Using the principle of virtual work, calculate the internal forces in all the members in the structure shown below L A в (c) State all the assumptions. B
A propped cantilever beam, fixed at theleft-hand end A and simply supported at the righthandend B, is subjected to a temperature differentialwith temperature T1 on its upper surface and T2 on itslower surface (see figure).(a) Find all reactions for this beam. Use the methodof superposition in the solution. Assume thespring support is unaffected by temperature.(b) What are the reactions when k -> ∞?
3. For the system shown, a. Determine the equivalent force-couple system at the base at C. Express the resultants in vector form. (Hint: This is not a static equilibrium problem) b. Write the reaction forces at C support in vector form 300 N 600 Nm 3m 200 N 4 m. 400 N B 2m 200 N 7m
The value of M in the beam ABC shown in the figure is such that the joint B does not rotateThe value of support reaction (in kN) at B should be equal to
The simply supported beam is subjected to the force F-550 N and the uniform distributed load with intensity w = 120 N/m. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(x) and M(x). Take z = 0 at point A. ру F Vc A wwwm k a b с 5.80 m 3.48 m 3.19 m Support Reactions The reaction at A is The reaction at Dis W a V(x)= In section BC: V(x)= In section CD: V(x)= Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value B N. N. Shear Force and Bending Moment Equations In section AB: N and M(x)= N and M(x)= b N and M(x)= 2013 Michael Swanbom 030 BY NO SA N-m. N-m. x N-m.
Statics of Rigid Bodies (Round off to two (2) decimal places. Include negative sign (-) if the answer is negative.) 3. The 13 kips force F acting on the simply supported beam. Determine: t component of F
Determine the support reactions of the beam shown. EI is constant for the entire beam.
Calculate the reactions on the beam bearings in the case of loading in the figure? Solve correctly please.