PROBLEM 7.55
For the structural member of Problem 7.53, determine
(a) the angle
θ
for which the maximum absolute value of
the bending moment in beam AB is as small as possible,
(b) the corresponding value of
(Hint: Draw the
bending-moment diagram and then equate the absolute
values of the largest positive and negative bending
moments obtained.)
PROBLEM 7.53 Two small channel sections DF and EH
have been welded to the uniform beam AB of weight
W= 3 kN to form the rigid structural member shown. This
member is being lifted by two cables attached at D and E.
Knowing that
θ
= 30° and neglecting the weight of the
channel sections, (a) draw the shear and bending–moment
diagrams for beam AB, (b) determine the maximum absolute
values of the shear and bending moment in the beam.