Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Question
Start with the shear diagram. To use a segment of the left end of the beam to develop the expression for the shear, the vertical reaction at A must be known. Calculate the vertical reaction at A. Let a positive force act up.
Write an expression for the internal shear for an arbitrary point between A and B.
Write an expression for the internal shear for an arbitrary point between B and C.
Draw the shear diagram for the beam.
Write an expression for the bending moment at an arbitrary point between A and B. Use the standard sign convention for the internal moment for a beam.
Write an expression for the bending moment at an arbitrary point between B and C.
Draw the moment diagram for the beam.
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by stepSolved in 4 steps with 4 images
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=12 ft, b=5 ft and w = 7.5 kips/ft. Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Determine the shear force acting at each of the following locations:(a) x = 0+ ft (i.e., just to the right of support A)(b) x = 12 ft(c) x = 15.333333333333 ftWhen entering your answers, use the shear force sign convention. The shear-force diagram crosses the V = 0 axis between points A and B. Determine the location x where V = 0 kips. Determine the maximum bending moment that acts anywhere in the beam. When entering your answer, use the bending moment sign convention. Use the graphical method to determine the bending moment acting at each of the following locations:(a) x = 5.2 ft(b) x = 12 ft(c) x…arrow_forwardCould you explain how to get the reaction A and reaction at B it is in the given datat but assume it wasn't provided how would I solve for it. I am really confused so could you explain in detail. Also could you explain how you drew the ILD for the shear force and moment at C. What is ILD? Also where did 1/2 and 4 in the Mcmax equation.arrow_forwardSolve the problem with complete and neat solution. Draw the figure. 1. Compute the support reactions of the beam shown. Support at A is a roller and at B is a hinge. IIN 100N /m 30N/m 52N/m 1m 2m 3m 5m 4m 7m Barrow_forward
- Number 6 pleasearrow_forwardSolve last 2 partsarrow_forwardBoth elements have the same section and are made of the same material. Draw the shear and moment diagrams and draw the deformed Using matrix analysis techniques Realize the structural analysis (estimate forces in the supports and displacements in the free nodes) EI = 100.000 kn-m² I 10 m² H 12 m 20 N-m 目 8 40 kN 240 kw-m 2 12 m Aarrow_forward
- The structure in the figure is composed of two rigid bars (AB and CD) and two vertical rods made of aluminum and steel. All connections are pin joints. Determine the maximum force P that can be applied to the structure if the vertical displacement of its point of application is limited to 4 mm. Neglect the weights of the members. Answer must be in kN. For Aluminum: A = 454 mm² and E = 69 GPa, for steel: A= 358 mm2 andE 206 GPa. Alumimum 3m 3m 4m 4marrow_forwardFind the displacements at points A, B, C, and D underthe loading effect of the rod element with a diameter of10.1 mm in the figure.The rod is made of aluminum (E = 70 GPa). 1- Support reaction at D? (kN)by drawing the normal force diagram;2- Normal force on element CD? (kN)3- Normal force on element BC? (kN)4- Normal force on element AB? (kN) 5- Normal stress in element CD? (MPa)6- Normal stress in element BC? (MPa)7- Normal stress in element AB? (MPa)8- Away in D? (mm)9- Away at C? (mm)10- Away in B? (mm)11- Away, in A? (mm)arrow_forwardsolvearrow_forward
- The continuous beam is loaded as shown in the figure. A and C are roller support while E is a fixed support. Assume that supports do not settle, and El is constant. Using the consistent deformation method, determine the following: a. Reactions at the supports. b. Sketch the shear and moment diagram of the beam. C. Determine the value and location of maximum shear and bending moment of the beam.arrow_forwardFor the beam and loading condition shown in the figure; (a) Draw the free body diagram. (b) Calculate the reaction forces at points A and B (RA and Ra). (c) Find the elastic curve equation for the interval AB (y).arrow_forwardIn analyzing or designing trusses, it is necessary to determine the force in each member of the truss. One way to do this is the method of joints. The method of joints is based on the fact that if the entire truss is in equilibrium, each joint in the truss must also be in equilibrium (i.e., the free-body diagram of each joint must be balanced). Consider the truss shown in the diagram. The applied forces are P = 630 N and P = 350 N and the distance is d = 2.25 m. (Figure 1) igure 1 of 1 В 30° 30° C d P2arrow_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