Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a-3.5 m, b-2.5 m, Pe- 2 kN, Pc- 2 kN, and Mg - 20 kN-m. 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. | Pc Calculate the reaction forces A, and Ma 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 A, - 0, it has been omitted from the free-body diagram) Determine the shear force acting at each of the following locations: (a) x = 0+ m (i.e., just to the right of fixed support A) (b) x = 3.5– m (i.e., just to the left of B) (c) x = 3.5+ m (i.e., just to the right of B) (d) x = 6.0– m (i.e., just to the left of C) When entering your answers, use the shear force sign convention.

Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a-3.5 m, b-2.5 m, Pe- 2 kN, Pc- 2 kN, and Mg - 20 kN-m. 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. | Pc Calculate the reaction forces A, and Ma 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 A, - 0, it has been omitted from the free-body diagram) Determine the shear force acting at each of the following locations: (a) x = 0+ m (i.e., just to the right of fixed support A) (b) x = 3.5– m (i.e., just to the left of B) (c) x = 3.5+ m (i.e., just to the right of B) (d) x = 6.0– m (i.e., just to the left of C) When entering your answers, use the shear force sign convention.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4ft, b=9 ft, c=2 ft and w=8 kips/ft. 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. 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 = O, it has been omitted from the free-body diagram.) The shear-force diagram crosses the V = O axis between points B and C. Determine the location x (measured from A) where V = O kips. Consider the entire beam and determine: (a) the maximum positive bending moment. (b) the maximum negative bending moment. When enteringyour answers, use the bending moment sign convention.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a= 2.5 m, b= 7.0 m, MB = 85 kN-m and Mc = 130 kN-m. 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. y MB Mc В C D Calculate the reaction forces A, and Dy 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 A, = 0, it has been omitted from the free-body diagram.) MB Mc A B C a b a Ay Dy Answers: Ay = i kN, Dy = i kN. %3D
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4 ft, b=10 ft, c=2 ft and w=6.5 kips/ft. 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.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.)Answers: Ay = kips, Cy = kips. Part 2 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 = 4 ft(c) x = 14– ft (i.e., just to the left of support C)(d) x = 14+ ft (i.e., just to the right of support C)When entering your answers, use the shear force sign convention.Answers:(a) V = kips.(b) V = kips.(c) V = kips.(d) V = kips.…
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=7.0 m, MB = 95 kN-m and MC = 125 kN-m. 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.Calculate the reaction forces Ay and Dy 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.)
Please answer with a complete solution. Thank you! For the beam loaded as shown in the figure, calculate the support reactions.
A beam is loaded as shown in the Figure. a. Find the resultant Load. b. Find the location of the resultant load from the left support. c. Find the reaction at the left support?
Below presents a continuous beam with A being fixed and B is pinned and C has a roller. Take: E = 200 GPa 1 = 8 x 106mm Load = 2 kN A 5m B Using the following method: 2 KN + 2m + 2m |- You are tasked to analyze the continuous beam by calculating the: > the displacement on the beam at B and C and > the reaction at the supports Matrix Structural Analysis Use the following steps as a guide to analyze the beam: Matrix Structural Analysis ✓ Produce Notations ✓ Establish the known displacements and known external load ✓ Produce Member Stiffness Matrix ✓ Displacement and Load ✓ Calculating the displacement Calculating the reaction at the support
Experiment: A and B are the two supports on a 10-meter-long beam. The beam is fastened at Support A and supported by a roller at Support B, and it is centred by a 10kN elephant. A free-body diagram (FBD), as well as a shear and bending moment diagram, should be created for this system. You may discuss about the results and explain the stress in the beam. In words, explain the principle of statics and aim of this experiment.
A loaded truss with a pin support at A and a roller support at G is shown in the below figure. The length a is equal to 2.8 m. You must include all necessary free body diagrams and intermediate calculations in your work solution. D 16 kN 16 kN 4 m E 8 kN 4 m B F 8 kN 4 m A G Fam- Determine the support reactions (in unit of kN). Assume upward and rightward are 'positive' and include the sign as part of your answer. RAX = Number kN RAy = Number kN RGy = Number kN Determine the force in member BG (in unit of kN). Assume tension is 'positive' and include the sign as part of your answer. FBG = Number kN
Q.2) (a) Calculate the support reactions of the loaded beam shown below. (b) Write equations for w(x), V(x) and M(x) of the beam using singularity functions. (c) Sketch the shear-force and bending moment diagrams for the beam for the beam using the Graphical method. Label the values of shear-force and bending-moment at all key points. 120N/m 300 N 300 N-m 200 N 100N/m Im B 4m C Im DIm E 4m 1m G 400 N¬m
tate of Stress Caused by Combined Loadings Learning Goal: To use the superposition principle to find the state of stress on a beam under multiple loadings. The beam shown below is subjected to a horizontal force P via the rope wound around the pulley. The state of stress at point A is to be determined. 100 mm 15 mm 20 mm 200 mm 150 mm f 20 mm The dimensions are di - 2.15 m. d₂ = 0.5 m. -0.85 m d-285 mm and r= 150 mm The applied force has magnitude P=4.5 kN Part A-Support Reactions and Internal Loading C₁, C₂=₁ N=, V = ₁ M = Determine the support reactions C, and C, and the internal normal force, shear force, and moment on the cross-section containing point A. Express your answers, separated by commas, to three significant figures. ► View Available Hint(s) Submit Part B- Properties of the Cross-Section A= I= Q = Submit VAX IT VOC JA=.TA= What are the cross-sectional area, moment of inertia with respect to the neutral axis, and first moment of the area with respect to point A for the…
It is desired to design a certain cantilevered beam with the arrangement of loads shown in the following figure. In order to assess the structural safety of the element, it is necessary to verify the efforts that act on the beam and whether the material can withstand this effort. With this, what is the value of the maximum NEGATIVE bending moment acting on this beam? Tip: evaluate from left to right and then from right to left, to check answers. Source: Hibbeler (2004, p. 235). HIBBELER, R. C. Resistance of Materials. 5. ed. Rio de Janeiro: Technical and Scientific Books Publisher, 2004. Question 2 options: a) The maximum acting negative bending moment is 40 kN.m B) The maximum active negative bending moment is 130 kN.m. c) The maximum active negative bending moment is 50 kN.m. d) The maximum acting negative bending moment is 10 kN.m. e) The maximum active negative bending moment is 60 kN.m.