Structural Analysis (MindTap Course List)
5th Edition
ISBN: 9781133943891
Author: Aslam Kassimali
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Question
Chapter 5, Problem 27P
To determine
Find the equations for the shear and bending moment of the beam.
Plot the shear and bending moment diagram.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solutionStudents have asked these similar questions
7.50 through 7.52 Draw the shear and bending-moment diagrams
for the beam AB, and determine the maximum absolute values of
the shear and bending moment.
| 120 N
| 120 N
| 120 N
B
| 200 mm 200 mm 200 mm
Fig. P7.50
Determine the equations for shear
and bending moment for the beam shown. Use the resulting
equations to draw the shear and bending moment diagrams.
B
L-
FIG. P5.15
7.37 and 7.38 For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.
Fig. P7.37
6 kips 12 kips
с
2 ft
D
2 ft
2 ft
E
4.5 kips
2 ft
B
Chapter 5 Solutions
Structural Analysis (MindTap Course List)
Ch. 5 - Prob. 1PCh. 5 - Prob. 2PCh. 5 - Prob. 3PCh. 5 - Prob. 4PCh. 5 - Prob. 5PCh. 5 - Prob. 6PCh. 5 - Prob. 7PCh. 5 - Prob. 8PCh. 5 - Prob. 9PCh. 5 - Prob. 10P
Ch. 5 - Prob. 11PCh. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Prob. 17PCh. 5 - Determine the equations for shear and bending...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - Prob. 25PCh. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - Prob. 27PCh. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - Prob. 29PCh. 5 - Prob. 30PCh. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - Prob. 34PCh. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - Prob. 36PCh. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - Prob. 39PCh. 5 - Prob. 40PCh. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - Prob. 44PCh. 5 - Prob. 45PCh. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - Draw the shear and bending moment diagrams for the...Ch. 5 - For the beam shown: (a) determine the distance a...Ch. 5 - For the beam shown: (a) determine the distance a...Ch. 5 - Prob. 55PCh. 5 - Prob. 56PCh. 5 - Prob. 57PCh. 5 - Prob. 58PCh. 5 - Prob. 59PCh. 5 - Prob. 60PCh. 5 - Prob. 61PCh. 5 - Prob. 62PCh. 5 - Prob. 63PCh. 5 - Prob. 64PCh. 5 - Prob. 65PCh. 5 - Prob. 66PCh. 5 - Prob. 67PCh. 5 - Prob. 68PCh. 5 - Prob. 69PCh. 5 - Prob. 70PCh. 5 - Prob. 71P
Knowledge Booster
Similar questions
- 5.9 and 5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum abso- lute value (a) of the shear, (b) of the bending moment. 12 kN/m 2 kips/ft 15 kips 40 kN C D B B A 2 m m Fig. P5.9 Fig. P5.10arrow_forward7.49 Draw the shear and bending-moment diagrams for the beam AB, and determine the shear and bending moment (a) just to the left of C, (b) just to the right of C. Fig. P7.49 D C 200 mm 200 mm 200 mm 600 Narrow_forwardQ2. Draw the shear force and the bending moment diagrams for the compound beam shown in Fig. Q2. 10 KA/m WY 6m 77777 2m 2m * km 20KN/m OC *arrow_forward
- 4 Which of the following gives the bending moment at 10 meters from A on the beam shown, respectively? (kN m) (FIG. 2) 60 KN 30 kN/m 7 A Hinge B CO E -12 m- 306.667 123.333 236.667 666.667 D Hinge +sm+sm+ -12 m- 40 kN m 5arrow_forwardDraw the shear and bending moment diagrams and the qualitative deflected shape for the beam shown. 100 kN 60 kN B C -5 m- -10 m FIG. P5.29arrow_forwardDetermine the shear and bending moment at point B of the beam shown in Fig. 5.4.arrow_forward
- 7.34 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Label all significant points on each diagram and identify the maximum moments along with their respective locations. Additionally: (a) Determine V and M in the beam at a point located 0.75 m to the right of B. (b) Determine V and M in the beam at a point 15 kN 18 kN 40 kN/m 3 m 6 m 4 m located 1.25 m to the left of C. Fig. P7.34arrow_forwardA 75 mm 75 mm 100 mm E Fig. P3.30 200 N 200 N x B с 750 N D 3.30 The shearing forces exerted on the cross section of a steel channel may be represented by a 750-N vertical force and two 200-N horizontal forces as shown. Replace this force and couple by a single force F applied at point C and determine the distance x from C to line BD. (Point C is defined as the shear center of the section.)arrow_forwardTwo steel plates are welded to a rolled W section as indicated. Determine the moment of inertia with respect to the centroidal y axis. W 8x31 1.0 in. 13 in.- 13 in.- Fig. P9.56arrow_forward
- (c) Determine the location of the shear center O of a thin-walled beam of uniform thickness having the cross section shown in Fig. Q2(c). Hint: Use polar coordinate Integrate M₁ = с arc at x = r sin a A cross-sectional area, I = α Fig. Q2(c) system and cos 20=1–2 sin² 0 . adF = ar dA, J = Aa² where A is the ατ A J == T = 2 2 a VQ It C and McVe. Centroid of Fig. Q3 α Οarrow_forward4-4 2)Find the true magnitude and direction of the support forces A and B. Fig4.2 500lb 400lb/ft 100lb/ft 45° A 4' 600lb.ft 5.000 6.500 8.500 9.500 12.000- Fig4.2arrow_forwardThe beam AB is subjected to the uniformly distributed load shown and to two unknown forces P and Q. Knowing that it has been experimentally determined that the bending moment is +6.10 kip ft at D and +5.50 kip ft at E, (a) determine P and Q, (b) draw the shear and bending-moment diagrams for the beam. 250 lb/ft C D E F Fig. P7.91arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you