5. The simple beam AB supports a uniform load of intensity q = 10 lb/in. acting over one-half of the span and a concentrated load P = 80 lb acting at midspan (see figure below). Draw the shear-force and bending-moment diagrams for this beam. (20 points) A 21/12- = 40 in. IP = 80 lb q=10 lb/in. L - 4/1/21- = 40 in. B

A M F B G E D a 5 m5 m 10 m 30 m 5 m The beam AF is supported by a hinge at point A and a roller at point D. A couple moment is applied at point C. Determine the internal normal force, shear force and bending moment at point G if a = 7 m, w = 19 kN/m, P = 30 kN, and M = 120 kN-m. The normal force at point G in kN is (round to the nearest integer): kN The shear force at point G in kN is (round to the nearest integer): kN The bending moment at point G in kN-m is (round to the nearest integer): kN-m P.

A = 9 X = 454 Rush please

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