FIGURE PS-5525 K15 K6 ft4 ft3.0K/ft4 Use the free body diagram pproach shown in Sections5-3 through 5-5 to determin the internal shearing forceand bending moment al any speecified point in a beam.nd bending moneat diagrams using the guidelines pre-sented in Section 5-10.

following is the answer to the above question-

25 K 15 K 6ft 4 ft 3.0 K/ft 4 Use the free-body diagram pproach shown in Sections 5-3troush 5-5 o deermine the iemal shearing krce and bending moment at any specified point in a beam. 5. Write equations for all seganents of the shearing force and bending moncat diagrams wsing the guidelines pre- sented in Section 5-10.

25 K 15 K 6ft 4 ft 3.0 K/ft 4 Use the free-body diagram pproach shown in Sections 5-3troush 5-5 o deermine the iemal shearing krce and bending moment at any specified point in a beam. 5. Write equations for all seganents of the shearing force and bending moncat diagrams wsing the guidelines pre- sented in Section 5-10.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.3.14P: A propped cantilever beam of a length L is loaded by a concentrated moment M0at midpoint C Use the...

See similar textbooks

Similar questions

A counterclockwise moment M0acts at the midpoint of a fixed-end beam ACB of length L (see figure). Beginning with the second-order differential equation of the deflection curve (the bendingmoment equation), determine all reactions of the beam and obtain the equation of the deflection curve for the left-hand half of the beam. Then construct the shear-force and bending-moment diagrams for the entire beam, labeling all critical ordinales. Also, draw the deflection curve for the entire beam.
A square tube section has side dimension of 20 in. arid thickness of 0.5 in. If the section is used for a 10-ft-long beam subjected to 1250 kip-in, torque at both ends, calculate the maximum shear stress and the angle of twist between the ends. Use G = 11,600 ksi.
A two-axle carriage that is part of an over head traveling crane in a testing laboratory moves slowly across a simple beam AB (sec figure). The load transmitted to the beam from the front axle is 2200 lb and from the rear axle is 3800 lb. The weight of the beam itself may be disregarded. Determine the minimum required section modulus S for the beam if the allowable bending stress is 17,0 ksi, the length of the beam is 18 ft, and the wheelbase of the carriage is 5 ft. Select the most economical I-beam (S shape) from Table F-2(a), Appendix F.
Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.
Repeat Problem 9,5-15 for the anti-symmetric loading shown in the figure.
A propped cantilever beam of a length L is loaded by a concentrated moment M0at midpoint C Use the second-order differential equation of the deflection curve to solve for reactions at A and B. Draw shear-force and bending-moment diagrams for the entire beam. Also find the equations of the deflection curves for both halves of the beam, and draw the deflection curve for the entire beam.
A simply supported beam ABC is loaded at the end of a bracket BDE (see figure). Draw axial-force, shear-force, and bending-moment diagrams for ABC.
-4-13 A propped cantilever beam of a length 2L is loaded by a uniformly distributed load with intensity q. The beam is supported at B by a linearly elastic spring with stiffness k. Use the method of superposition to solve for all reactions. Also draw shear-force and bending-moment diagrams, labeling all critical ordinates. Let k = 6EI/L3.
A heavy flywheel rotates at an angular speed m about its axis of rotation. If the flywheel suddenly freezes to the axle, what will be the reaction R at support A of the beam?
Repeat Problem 11.3-9. Use two C 150 × 12.2 steel shapes and assume that E = 205 GPa and L = 6 m.
Repeat Problem 6.2-1 but now assume that the steel plate is smaller (0.5 in. × 5 in.) and is aligned with the top of the beam as shown in the figure.
A beam ABCD with a vertical arm CE is supported as a simple beam at .1 and D (see figure). A cable passes over a small pulley that is attached to the arm at E. One end of the cable is attached to the beam at point B. The tensile force in the cable is 1800 lb. Draw the shear-Force and bending-moment diagrams for beam A BCD. Note: Disregard the widths of the beam and vertical arm and use centerline dimensions when making calculations. Repeat part (a) if a roller support is added at C and a shear release is inserted just left of C (see figure part b).