Problem 658 | Beam Deflection by Conjugate Beam Method
Problem 658
For the beam shown in Fig. P-658, find the value of EIδ at the point of application of the couple.
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Problem 657 | Beam Deflection by Conjugate Beam Method
Problem 657
Determine the midspan value of EIδ for the beam shown in Fig. P-657.
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Problem 656 | Beam Deflection by Conjugate Beam Method
Problem 656
Find the value of EIδ at the point of application of the 200 N·m couple in Fig. P-656.
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Problem 655 | Beam Deflection by Conjugate Beam Method
Problem 655
Find the value of EIδ under each concentrated load of the beam shown in Fig. P-655.
Problem 654 | Beam Deflection by Conjugate Beam Method
Problem 654
For the beam in Fig. P-654, find the value of EIδ at 2 ft from R2.
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Problem 653 | Beam Deflection by Conjugate Beam Method
Problem 653
Compute the midspan value of EIδ for the beam shown in Fig. P-653. (Hint: Draw the M diagram by parts, starting from midspan toward the ends. Also take advantage of symmetry.
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Conjugate Beam Method | Beam Deflection
Slope on real beam = Shear on conjugate beam
Deflection on real beam = Moment on conjugate beam
Deflection on real beam = Moment on conjugate beam
Properties of Conjugate Beam
Engr. Christian Otto Mohr
- The length of a conjugate beam is always equal to the length of the actual beam.
- The load on the conjugate beam is the M/EI diagram of the loads on the actual beam.
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