(A)
Using the method of sections, find the shear force and bending
moment at three different regions;
0 in < x <
20 in,
20 in < x < 80 in,
80 in < x < 100 in
At each region, shear force and bending moment should be expressed in terms of x.
(B) Draw the shear and moment diagrams for the beam.
(A) Using the method of sections, find the shear force and bending moment at three different...
(A) Using the method of sections, find the shear force and bending moment at three different regions; O in <x< 20 in 20 in <x< 80 in 80 in <x< 100 in 25 kips 25 kips А (В с D 60 in. 20 in. 20 in. At each region, shear force and bending moment should be expressed in terms of x. (B) Draw the shear and moment diagrams for the beam.
25 kips 25 kips (A) Using the method of sections, find the shear force and bending moment at three different regions; O in < x < 20 in, 20 in < x < 80 in 80 in < x < 100 in At each region, shear force and bending moment should be expressed in terms of B с D -60 in. 20 in. 20 in. (B) Draw the shear and moment diagrams for the beam.
25 kips 25 kips (A) Using the method of sections, find the shear force and bending moment at three different regions; O in < x < 20 in, 20 in < x < 80 in 80 in < x < 100 in At each region, shear force and bending moment should be expressed in terms of B с D -60 in. 20 in. 20 in. (B) Draw the shear and moment diagrams for the beam.
Draw the shear force and bending moment diagrams for the beam shown using (i) the method of sections and (ii) by the graphical method.
1. Draw the shear force and bending moment diagrams for the following three beams using the graphical method 2. For beams (a) and (b) in problem 1, find the shear and moment functions using the method of sections.
Diagram on the right (5.10) using integration method to find equations of shear force and bending moment. 5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a) of the shear, (b) of the bending moment. 2.5 kips/it 15 kips 25 kN/m с D D B B 40 KN 40 KN 6 ft 3 ft 6 ft too 1.8 m 0.6 m Fig. P5.10 0.6 m Fig. P5.9
4. For the beam and loading shown, draw the shear force and bending moment diagrams and determine the maximum bending and shear force and their locations. 20 KN 40 KN B D 250 mm |--2.5 m- 3m-4-2 m 80 mm 5. For the beam and loading shown, draw the shear force and bending moment diagrams and determine the maximum bending and shear force and their locations. 50 KN
Using method of sections find the normal, shear and bending moment at C. Draw FBD of each section 15 kN 10 kN/m 20 kN - m Prob. 7-76
2) For the beam shown below, plot the shear force and bending moment diagrams using the graphical method as we did in class. Track calculations on the side. Clearly label all maximums and minimums and show x values any place where the diagrams cross the axis. | 10 kips 60 kip-ft 6.5 ft
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=5.0 ft, c=5.0 ft, d=3.0 ft, w = 11.5 kips/ft and P = 63 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. W X B D E a b d For this loading, calculate the reaction forces Ay and Ey acting on the beam. Positive...