T Question-7 (15) A simply supported W 360 x 110 structural steel wide-flange beam spans a length of 9 m. It is subjected to a uniformly distributed load of 5 kN/m and two concentrated loads of 40 kN each applied at the third points of the span. Compute the maximum deflection using the formula method. RA RA 3 m P = 40 kN a 8 ft 3 m L-9m P = 40 kN Load diagram P = 12 kips 3 m Question-6 (15) A W18 60 structural steel beam is simply supported on a span length of 25 ft. It is subjected to two concentrated loads of 12 kips each applied at the third point (a=8 ft). Compute the maximum deflection. L-25 ft w=5 kN/m P-12 kips B Rs a-8 ft Ra