Q.6 (a) For the overhanging beam ABC is shown in Fig.6 use Influence Lines to compute...
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
Q.3 (15 pts) For the beam shown below draw the influence line for Rc, Rp. VB, and Mg using either the equilibrium method or the Muller-Breslau principle. Use the influence line for MB to compute the absolute maximum and absolute minimum bending moment produced at B due to a uniformly distributed live load of 10 k/ft that may or may not be present anywhere on the beam. Use the influence line for Veto compute the absolute maximum shear force produced...
The below wooden double overhanging beam is under a uniformly distributed load W. The wood is weak along the orientation of the grain (or wood cell fibres) that makes an angle of 30° with the horizontal (see figure). The maximum shear stress on a plane parallel to the grain that the wood can sustain is t,max = 5 MPa, and the maximum normal stress of wood is omax = 25 MPa. The Young modulus of this wood is E=15 GPa....
For the beam shown in Fig. 9.5(a), determine the maximum positive and negative shears and the maximum positive and negative bending moments at point due to a concentrated live load of 90 kN, a uniformly distributed live load of 40 kN/m, and a uniformly distributed dead load of 20 kN/m. А B с 3 m - 3 m 6 m (a) cm | قمة | А с D B D A B -2 (e) Influence Line for Mc (kN-m/kN) (b)...
For the beam shown in Fig. 9.3, draw the shear force and bending moment diagrams. Use the area method that relies on the relationships between loading and shear force and between shear force and bending moment. Indicate the slope of the shear force diagram at locations A, B, C, and D using the load information in Fig. 9.3. Indicate the slope of the bending moment diagram at the same four locations using information from the shear force diagram. | 6...
Question 1 (30 points) Hinge Hinge Draw the influence lines for A) reaction moment at G b) shear and bending moment at E c) Determine the maximum positive and negative shears and the maximum positive and negative bending moments at point E due to (i concentrated live load of 160 kN, (ii) uniformly distributed live load of 28 kN/m with 2 m length
50 kN 40 kN/m Q1: For the overhanging beam shown below, draw the shear force and bending moment diagrams. Write the equations for the shear force and the bending diagrams as needed. For bonus points sketch the deformation shape (elastic shape of the beam under the given loads). Hint: A is pin support, and B is roller. 4 m 2 m
Beam ABC as shown in figure 2 is supported as fixed at A, a cable tie at B and a spring at C carries a uniformly distributed load of 72 kN/m on member AB and a concentrated load of 54 kN on member BC. Using the flexibility method and neglect the axial effects in the bcam, (a) perform the global flexibility matrix of the beam structure, (b) calculate the rotation at B and displacement at C, (c) draw the deflection,...
A continuous beam ABC shown in Figure 2 is fixed at A. Supports at B and C are rollers. A uniform distributed load 40kN/m is applied force acts downward on the span of BC as shown in Figure 2. The EI of the beam is over the span of AB and a 60kN constant (a) Determine the internal moments at A and B using the slope-deflection method [10 marks] (b) Draw the bending values of bending (c) Sketch the deformed...
2. A rectangular overhanging beam and loads are shown in the following figure. A. Draw the shear and bending-moment diagrams B. Determine the maximum absolute value of the shear and absolute maximum bending stress. 16KN/m 45KN (15pts) Sem 4m 2m- 8 cm