SECTION A Question A1. A beam is subjected to a 500kN force and a 600kNm couple...
A simply supported beam ABCD is subjected to a force P and a moment Mo as shown in the figure. All the dimensions are given in the figure, and the weight of the beam is neglected. (a) Draw the free body diagram for the beam, showing all the applied forces, moments and reaction forces. (b) Use the equations of equilibrium to find the reaction forces at A and C P-15 kN Mp- 10 kNm 4.5 m 3m
Problem 1 P- 12 kN A cantilever beam is subjected to a force P and a moment MB shown in the figure. All the dimensions are given in the figure, and the weight of the beam is neglected. MB -22 kNm (a) Draw the free body diagram for the beam showing all the reaction forces and moments. 90 cm (b) Use the equations of equilibrium to find the reaction forces and moments at A
A beam is subjected to a force P=9.8 kN and a couple M=5.1 kNm as shown below. Assume the force and the couple acts in the same plane. Determine the vertical reaction at A (in kN). Sign: Upward positive P B M 4m 3 m
A beam is subjected to a force P=9.8 kN and a couple M=5.1 kNm as shown below. Assume the force and the couple acts in the same plane. Determine the vertical reaction at B (in kN). Sign: Upward positive P B M 4 m 3 m
6.4. For the beam loaded as shown in Figure 6.4, A is a pin and B is a roller. a) Draw the free body diagram. (Marks 2) b) Compute the reaction at B. (Marks 2) c) Compute the horizontal and vertical reactions at A. (Marks 2) 50 kN/m 100 KN 500 kNm 20 kN/m | 3m 3m 6m I SI Figure 6.4
9. A beam ABC is subjected to a combination of UDL, point loads and applied moments as shown below. Draw to scale the shear force and bending moment diagrams. Label all local maximum and minimum values. Also sketch the deflected shape and indicate the location of any points of inflexion. (Ans: Moment at point D= 105kNm) 50 kNm 120 KN 20 kNm w = 10 kN/m BOTIT be 3 m 3 m 4 m Figure 5 Deflected shape Shear force...
A rectangular beam is subjected to the loadings shown in Figure Q.16(a) has cross section of 100 mm x 300 mm as shown in Figure Q.16(b). An axial load of 5 kN is applied along the centroid of the cross-section at one end of the beam. Compute the normal stress and shear stress at point P through the cut-section of P in the beam. [15 marks] у 10 kN/m P Ž 5 KN --- 00 P k 3 m -...
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w = 10 kN/m throughout and a point load P =10 kN at the midspan of the beam, as shown in Figure Q2 (a). The cross section of this beam is depicted in Figure Q2 (b), which consists of three equal rectangular steel members. Self-weight of the beam is neglected. 30 mm P= 10 KN W = 10 kN/m 200 mm 5 m 5 m...
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w = 10 kN/m throughout and a point load P =10 kN at the midspan of the beam, as shown in Figure Q2 (a). The cross section of this beam is depicted in Figure Q2 (b), which consists of three equal rectangular steel members. Self-weight of the beam is neglected. 30 mm P = 10 kN W = 10 kN/m 200 mm 5 m 5...
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w = 10 kN/m throughout and a point load P =10 kN at the midspan of the beam, as shown in Figure Q2 (a). The cross section of this beam is depicted in Figure Q2 (b), which consists of three equal rectangular steel members. Self-weight of the beam is neglected. 30 mm P = 10 kN w = 10 kN/m 200 mm 5 m 5...