6-60. The beam is subjected to a moment of 15 kip ft. etermine the resultant force the bending stress produces n the top flange A and bottom flange B. Also compute the aximum bending stress developed in the beam. -61. The beam is subjected to a moment of 15 kip - ft. etermine the percentage of this moment that is resisted by ne web D of the beam. 1 in. 5 in. 8 in. M = 15 kip-ft 1 in. 1 in. D. 3 in. B

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Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.