A propped cantilever beam is subjected to a midspan concentrated load P (Figure P5.59). Select the reaction at the right end as the redundant. FIGURE P5.59 a. Determine the magnitude of the reaction at the right end. b. Determine the deflection of the beam under the load P. c. If the support at the right end settles a vertical distance PL3/32EI, determine the magnitude of the reaction at the right end. 1/2

A propped cantilever beam is subjected to a midspan concentrated load P (Figure P5.59). Select the reaction at the right end as the redundant. FIGURE P5.59 a. Determine the magnitude of the reaction at the right end. b. Determine the deflection of the beam under the load P. c. If the support at the right end settles a vertical distance PL3/32EI, determine the magnitude of the reaction at the right end. 1/2

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

Determine the horizontal and vertical deflection of the hinge at point C of the arch in Figure P8.16 for a single concentrated load of 60 kips applied at joint B in the vertical direction.
If the equivalent single force of the system is 300 kN acting up along the y-axis, determine the magnitude and direction of F2 and its direction if F3=255 N and F1=477.44 N and α=60°.
Draw the shear and moment curves for each member of the frame in Figure P5.23. Sketch the deflected shape.
For the simply supported beam carrying the concentrated load P = 171 N at its midspan, determine the magnitude of the maximum slope angle of the beam (in degrees) if d = 1.79 m, E = 10.23 GPa , and I =1619497mm4.
Determine the deflection at the free end Ans: kN.m3 Determine the slope at point B. Ans. kN.m2
Find the location of the shear centre for the beam section of Figure P6.4.
Draw the shear and moment curves for each mem- ber of the frame in Figure P5.25. Sketch the deflected shape hinges at B and C.
Draw the shear and moment curves for the column in Figure P5.46. Sketch the deflected shape. The load P is equal to 55 kips, and the load is eccentric from the column centerline with an eccentricity of 10 in.
Draw the shear and moment curves for each mem- ber of the beam in Figure P5.31. Sketch the deflected shape.
(a) Draw the shear and moment curves for theframe in Figure P5.40. Sketch the deflected shape.(b) Write the equations for shear and moment in columnAB. Take the origin at A. (c) Write the shear and momentequations for girder BC. Take the origin at joint B.
Consider the beam shown in Figure P5.12.(a) Write the equations for shear and moment using anorigin at end A.(b) Using the equations, evaluate the moment at section 1.(c) Locate the point of zero shear between B and C.(d) Evaluate the maximum moment between points Band C.(e) Write the equations for shear and moment using anorigin at C.( f ) Evaluate the moment at section 1.(g) Locate the section of maximum moment and evaluateMmax.(h) Write the equations for shear and moment between Band C using an origin at B.(i) Evaluate the moment at section
Compute the horizontal reaction at A of the arch in Figure P6.26.