Chapter 7, Problem 18P

1. Determine the reaction and moment at point A and draw the Shear force and Bending moment diagrams

Determine the normal forces, shear force, and moment in the beam at points Dand E. Point Eis just to the right of the 3-kip load. -6 ft- 1.5 kip/ft -6 ft- B -4 ft 3 kip T E H -4 ft

1. Determine the normal force, shear force, and moment at point C. 10 kN C -1.5 m 1.5 m 1.5 m 15 kN -1.5 m B

The beam is loaded with a uniformly varying load 0 at point D and maximum of 7 kN/m at the fixed support. Determine sense of the moment at the fixed support. D B 0.8 m → 1.8 m 0.4 m 25 kN

Problem 3: Determine the internal normal force (P), shear force (V), and moment (M) acting in the beam at point B. 3 kN/m 6 m B -3 m-

Determine the normal force, shear force, and moment at point C. Assume A is pinned and B is a roller. Take that w = 4.2 kN/m          Determine the shear force at point C. Determine the moment at point C.

Draw the shear and moment diagrams for the beam subjected to the end couple. After you have the diagrams, answer the questions. At a section 1.0 m to the right of A and At a section 2.1 m to the right of A, what is V and M?

Q-3: Determine the length b of the triangular load and its position a on the beam such that the reaction force at A is zero and reaction moment at A is 29.66 kN.m counterclockwise. 8.4 kN/m A 3.6 kN/m 6.4 m

Determine the normal force, shear force, and moment at points D and E of the two-member frame. Note that while BC is pinned at both ends, it is not a 2-force member. 2 kN/m A 1.5 m D -1.5 m 1.5 m E 1.5 m B 1.5 kN/m