The width of a beam of uniform strength having a constant depth d length L, simply supported at
the ends with a central load W is
(A) 2WL/3fd²
(B) 3WL/2fd²
(C) 2fL/3Wd
4
(D) 3fL²/2Wd
the ends with a central load W is
(A) 2WL/3fd²
(B) 3WL/2fd²
(C) 2fL/3Wd
4
(D) 3fL²/2Wd