10.1. [10.2] For the beam shown in Fig. PJDJ, what is the
shear force and bending moment at the following positions?
(a). 5 ft from the left end
(b). 12 ft from the left and
(c). 5 ft from the right end
Write the shear force and bending moment as a func
85. [8.4] Consider the thick-walled cylinder of Hg. P.8.4
constrained by immovable walls at the ends and subject to an .
internal pressure so as to undergo plane strain. It is best here
Etc use cylindrical coordinates. The strains are considered for