Please answer Fast.I will hit the like.Read properly and solve please. Construct the shear and moment diagrams for the loaded beam shown. After you have the diagrams, answer the questions.1.7 kN/mQuestions:Atx= 1.3 m, V=At x = 3.2 m, V=i-w=w₂+kx²5.0 miW4.2 kN/mThe absolute value of the maximum shear forceisThe absolute value of the maximum bendingmoment iskN, M=kN, M= iVmax= itelMmaxiikN-mkN-mkN,atx=atxkN-m,=iEE

Answered: Image /qna-images/answer/33666b9f-c77f-4518-b01b-1138e8316bd4.jpg

Construct the shear and moment diagrams for the loaded beam shown. After you have the diagrams, answer the questions. 1.7 kN/m Questions: Atx=1.3 m, V= 5.0 m i Atx= 3.2 m, V= i 4.2 kN/m The absolute value of the maximum shear force is The absolute value of the maximum bending moment is kN, M= kN, M= Vmax= i Mmax i i kN, kN-m kN-m atx = atx kN-m, ™X = i i E E

Construct the shear and moment diagrams for the loaded beam shown. After you have the diagrams, answer the questions. 1.7 kN/m Questions: Atx=1.3 m, V= 5.0 m i Atx= 3.2 m, V= i 4.2 kN/m The absolute value of the maximum shear force is The absolute value of the maximum bending moment is kN, M= kN, M= Vmax= i Mmax i i kN, kN-m kN-m atx = atx kN-m, ™X = i i E E

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

From the given set of forces shown, the three forces acting on the beam can be replaced with a single equivalent Force R. Determine the following: P,= 25ヒN Pz - 40KN Pa- 80 kN 40° 500 4m Com a. The x-component of the resultant force? b. The magnitude R. c. The corresponding value of e.
.. The continuous beam is loaded as shown in the figure. A is a fixed support, while B and C are roller. Assume that supports do notsettle, 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. A Sm 50 kN 5m 15 kN/m B 10m 60 kN Im D
The overhanging beam is supported at A and B and has a uniformly distributed loading w = 15.8 kN/m as shown in the figure. Determine the max shear force in the beam. Input your answer as a value only in KN to one decimal place without +/-sign. W 2m 4 m B
4. Solve for the support reactions of the beam shown below using SDM. Assume beam is prismatic and homogeneous. Draw the shear and moment diagram W= 7 P=10} P KN w kN/m 10m 5m 5m w=7 p=103
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solutions. a. Vertical Reaction at B in kN.b. Moment Reaction at A in kN-m.c. Deflection at point C in mm.d. Deflection at midspan of AB in mm. Valuea = 3.7b = 26c = 29 Thank you very much!
Calculate for the shear force at member FE in kN of the frame shown in figure 1 using Portal Method. Enter absolute value and use 2 decimal places in your solution. a = 22.7 kN, b = 46.1 kN, c = 2.5 m, d = 5.1 m, e = 3.5 m a kN cm b kN E H K d m e m e m e m FIGURE 1
Specifications of the steel rod at B. L=2 meters diameter= 25 mm E= 200 GPa Show complete solution 1. Draw the shear force and bending moment diagrams. 2. Determine the deflection at A
Question: Determine the internal loading in the hook shown below at the point R, 8. A free body diagram of the hook's end is provided. The hook may be analysed as a 2 dimensional body. Given: R = 0.2 m 0 = 30 deg F-3 KN 1) Find the normal force N. 2) Find the shear force V. 3) Find the bending moment M. N
Consider the simple beam in Figure 7 with two concentrated loads, where AB-BC=CD=4m: 6kN 12kN A C 12m Figure 7 a. Calculate the vertical reactions at points A and D. b. Determine shear force and bending moment as a function of distance x from the point A. с. Draw the shear-force and bending-moment diagrams.
1.1 A beam ABC 12 m long is simply supported at A and B where AB = 8 m. Point loads of 15 kN and 6 kN are applied at the mid-point of AB and at C respectively. A uniformly distributed load of 4 kN/m extends for 6 m from A. Determine the values of the reactions by resolving and taking moments. Check your results by using virtual work. Sketch the shear-force and bending-moment %3D
Which of the following is the biggest value of the P force that the beam can carry with respect to shear? L = 1.0 m; σem = 140 MPa; τem = 70 MPa
Consider the beam shown below. Take P = 5 kip and w = 1.7 kip/ft. Point E is just to the right of the 5-kip load. Follow the sign convention. a) Determine the normal force at point E. Express your answer in kilopounds to three significant figures. b) Determine the shear force at point E. Express your answer in kilopounds to three significant figures. c) Determine the moment at point E. Express your answer in kilopound-feet to three significant figures.