Problem 9-1500 lb/ftA-12 ftBFor Problem 9-1, set the redundant reaction to be the vertical reaction at B, so that the primary structureis a cantilever with the free end at B. You will have to derive the moment equation for the primarystructure under the triangular distributed load and use double integration in order to solve for thevertical deflection at B. The rest of the procedure is the same.

Answered: Problem 9-1 500 lb/ft A -12 ft B For…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The bending stiffness of the AB section is 2EI in the cantilever beam, whose loading condition and dimensions are given in the figure, Since the bending stiffness is EI, the collapse and rotation at the point C can be calculated by using virtual work theorem. calculate. The cutting effect will be neglected
There is a beam as shown in the figure below, and the flexural stiffness of the beam section is constant EI:(a) Try the Moment-area Method to obtain the slope of point A after deformation.(b) Same as the above question, try to find the slope of point B after deformation.(c) Same as the question above, try to find the vertical deflection of point C (Deflection).
A force-couple system is acting on the frame as shown. Use A=80N, B=700N, C=150N, and M= 120N.m. The system is to be replaced with a single resultant force R. B 30° [Select] [Select] [Select] [Select] [Select] [Select] M 400 mm 200 mm 300 mm (a) Calculate the absolute value of the x-component of the resultant in N. (b) Calculate the absolute value of the y-component of the resultant in N. (c) Calculate the magnitude of resultant in N. (d) Calculate the angle that the resultant makes with the horizontal in degrees. (e) Calculate the absolute value of the x-intercept of the resultant's line of action in mm. (f) Calculate the absolute value of the y-intercept of the resultant's line of action in mm.
QUESTION 3: Since the bending stiffness of the AB section is EI and the bending stiffness of the BC section is 2EI in the cantilever beam whose loading condition and dimensions are given in the figure, calculate the collapse and rotation at the point C using the virtual work theorem. The cutting effect will be neglected.
Please compute in a complete and step by step solution. thanks
answer in conjugate beam method (3)
Read the question carefully and give me right solution according to the question. Thank you
A cantilever beam AB of a length L has a fixed support at A and a roller support at B (see figure). ΤΑ OB TRA The support at B is moved downward through a distance &g. (The beam has constant flexural rigidity EI. Use the statics sign convention.) Integrating the fourth-order differential equation of the deflection curve (the load equation), determine the reactions of the beam. (Use the following as necessary: 8B, L, E, and I.) RA = RB = MA = Also, integrating the fourth-order differential equation of the deflection curve (the load equation), determine the equation of the deflection curve. (Use the following as necessary: 8, L, and x.) v(x) =
Problem 6: For the beam and loading shown below, derive an expression for the reaction force at B. Assume that EI is constant for the beam. 3L B L WL 3 L X
A propped cantilever beam AB of a length L carries a concentrated load P acting at the position shown in the figure. B/ ΜΑ RA RB L Determine the reactions RA, RB, and MA for this beam. (Solve by the method of superposition. The beam has constant flexural rigidity EI. Assume that the +x-axis is to the right, the +y-axis is up along the page, and the +z-axis is out of the page. Use the statics sign convention. Use the following as necessary: L, a, b, and P.) RA = RB = MA = Also, draw the shear-force and bending-moment diagrams, labeling all critical ordinates, including maximum and minimum values. (Submit a file with a maximum size of 1 MB.) Choose File No file chosen ●●●

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