Discus the below in detail:
Q: As originally constructed, the center span of the George Washington Bridge consisted of a uniform roadway suspended from four cables. The uniform load supported by each cable was w = 9.75 kips/ft along the horizontal. Knowing that the span L is 3500 ft and that the sag h is 316 ft, determine for the original configuration
(a) The maximum tension in each cable,
(b) The length of each cable.