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 10P
To determine
Find the axial force, shear, and bending moment at points A and B of the beam.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
2.23 For the steel truss (E = 200 GPa) and loading shown, determine
the deformations of members AB and AD, knowing that their
cross-sectional areas are 2400 mm² and 1800 mm², respectively.
A
4.0 m-
B
Q Search
228 kN
D
4.0 m
1
2.5 m
C
a
hp
Two 160 mm * t cover plates are welded to two cahnnels 200 mm high to form the cross section of the beam shown in the figure. The moment of inertia of each channel about a horizontal axis through the centroid is 2.06*106mm4.
a)Determine the support reactions.
b)Draw the shear force and bending moment diagrams.
c)If the allowable bending stress of the beam is 255 MPa, find the required thickness t of the plates to safely support the load.
Compute the forces in members of the truss
shown below in figure.
15 kN
15 kN
p.
e
3 m
a
b
4 m 4 m
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
- Which of the following is the nearest value for the force at member BC? a. 5kN tension b. 1.6 kN tension c. 1.6 kN compression d. 5 kN compressionarrow_forwardProblem 6.3 3D Equilibrium Determine the reactions at the fixed support A due to the 480 N, 1085 N and 875 N loads which act along the x, y and z axes respectively. You must include a free-body diagram. 480 N x A 1.3 m 0.5 m 0.65 m STRAKE SHEER STRAKE BUTT CONNECTION COTION" SHELL OR OUTER PLATING STANCHION TRANSVERSE BULK 0.75 m 875 N FE TRANSVERSE FRAME LONGITUDINAL FRAME STRAKE 1085 Narrow_forwardDetermine the axial forces, shears, andbending moments at points A and B of the structure shown.arrow_forward
- The plane truss is loaded as shown 10 N C. E 2.40 m 2.00 m 2.40 m 2.40 m 2.40 m What is the force in member CD in N? m.arrow_forwardThe truss is loaded by two concentrated forces as shown in the figure. Use E = 30 x 106 psi and A = 0.60 in2 for all the members. Determine the deformation sustained by members CG, AF, and FG.arrow_forwardA scissors truss supports three forces at joints B, C, and D as shown in the figure below. The forces have magnitudes F₁ = 20 kip, F₂ = 35 kip, and F3 = 45 kip. The truss is held in equilibrium by a pin at point A and a roller at point E. Note that sides ABC, CDE, AFD, and BFE are straight lines, and member CF is vertical. Joint F lies s= 24 ft to the right and h = 8 ft above joint A, and joint C lies h = 8 ft above joint F. Use the method of joints to determine the force in each member of the truss, and indicate whether they are in tension or compression. Note: Express tension forces as positive (+) and compression forces as negative (-). A A S B F₁ F₂ F C LLM D S E OIOIO 777777 h harrow_forward
- Which of the following is the nearest value for the force at member CD? a. 4 kN compression b. 6 kN tension c. 6 kN compression d. 4 kN tensionarrow_forwardDetermine the forces in DF, EF, and EG in the truss shown diagrammatically in the figure. 40 kN 40 kN 40 kN DJarrow_forwardExample 1:- Determine the forces in the members of the Warren truss shown in Figure below. B 500 N 2 m 45° C 2 marrow_forward
- 9. A single horizontal force P of magnitude 900N is applied to end D of lever ABD shown in the figure below. Knowing that portion AB of the lever has a diameter 36mm, determine a) the normal and shearing stresses on an element located at point H and having sides parallel to the x and y axes, b) the principal planes and the principal stresses at point H. 300 mm 120 mm y B H A 540 mm 36 mm P Darrow_forwardQ.6. A cantilever truss carries a concentrated load P as shown in the figure below: A (111) e=tan (3/4) (11) B P What are the magnitudes of axial forces in the members 1, IT and 111, respectively? a) 1.00P, 1.33 P and 1.67 P b) 1.67P, 1-33 P and 1.00P c) 1.33 P, 0.75P and 0.60 P d) 0.60 P. 0.75P and 1.00 Parrow_forwardA scissors truss supports three forces at joints B, C, and D as shown in the figure below. The forces have magnitudes F₁ = 0 kip, F₂ = 0 kip, and F3 = 30 kip. The truss is held in equilibrium by a pin at point A and a roller at point E. Note that sides ABC, CDE, AFD, and BFE are straight lines, and member CF is vertical. Joint F lies s = 30 ft to the right and h = 10 ft above joint A, and joint C lies h method of joints to determine the force in each member of the truss, and indicate whether they are in 10 ft above joint F. Use the tension or compression. Note: Express tension forces as positive (+) and compression forces as negative (-). A S B F₂₁ F₂ 2 F LL C F₂ D S GENER E 000 7777 휴 Th harrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSON
Principles 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 Education
Traffic 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