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 25P
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
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
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
5
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. P5.10
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
- Draw 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_forward7.50 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. P7.50arrow_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
- 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 Barrow_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_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_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_forward8:32 .... < Вack Chapter 5.pdf The maximum shear is 24 kN. The maximum positive moment is 48 kN-m and the maximum negative moment is 0. Page 10 of 12 Route 5 – Shear and Moment in Beams PROBLEM #4: Draw the shear and moment diagram of the simply supported beam, Also, determine the maximum shear and the maximum moment acting on the beam. Neglect the weight of the beam. |P=30 kN 4 m 3 m 3 m B DA Cp= 40 kN •m SOLUTION: Pa-30 kN (+) FOR THE SHEAR DIAGRAM: Shear @ A = 14 Shear @ span AB = 14 (draw horizontal line) Cp- 40 kN • m (+) B A Do 3 m Shear @ B = 14 - 30 = -16 4 m 3 m- - Shear @ BD = -16 (draw horizontal line) Shear @ DE = -16 (draw horizontal line; couple has no effect on shear diagram) R,= 14 kN (-) Re= 16 kN (-) (b) Shear @ D = -16 + 16 = 0 V(KN) FOR THE MOMENT DIAGRAM: 14 +56 kN• m Moment @ A = 0 -48 kN • m-48 kN•m -16 Moment @ B =0 + (4)(14) = 56 Moment @ D = 56 - (48)(4) = 48 Moment @ D = 8 + 40 = 48 (c) Moment @ D = 48 - (48)(1) = 0 56 iO The maximum shear is 56 kN. The…arrow_forwardlateral torsional bucking in beam occur due toarrow_forward
- Example 2 : Determine the internal shear and moment acting at a section passing through point C in the beam shown. 45 kN/m A B C 2m 6marrow_forwardDETERMINE THE EXTERNAL REACTIONS AT FIXED SUPPORT AND SLOPE AND DEFLECTION AT MIDSPAN OF SEGMENT BC OF THE BEAM SHOWN USING CONJUGATE BEAM METHODarrow_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
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
- Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSONPrinciples of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
- Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill EducationTraffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning