A. B.M. is same throughout the beam
B. Deflection is same throughout the length
C. Bending stress is same in every section along the longitudinal axis
D. Shear stress is uniform throughout the beam
E. None of the above
A. B.M. is same throughout the beam
B. Deflection is same throughout the length
C. Bending stress is same in every section along the longitudinal axis
D. Shear stress is uniform throughout the beam
E. None of the above