change of loading position and at points of zero shear. Use the Area Method. (You may use additionalsheets if necessary)PROBLEM 5: For the beam loaded below, draw the shear and moment diagrams specifying values at all20 kN40 kN10 kN/m1 m2 m2m2 mR1TE

Before going through the calculation for shear force and bending moment calculation first, calculate…

Answered: 20 kN 40 kN 10 kN/m 1 m 2 m 2 m 2 m 1 m…

Engineering

Mechanical Engineering

20 kN 40 kN 10 kN/m 1 m 2 m 2 m 2 m 1 m w

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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For the beams below, draw the shear and bending moment diagrams using both method of sections and area method. Determine the absolute maximum values of the shear and bending moment and indicate the degree of each curve. For problems 2 and 3, note that there are internal hinges at C and B, respectively. Problem 1 Problem 2 50 kN 40 kN/m 20 KN/m 50 Ib 50 kN 25 lb/ft 15 Ib/ft 200 kN-m 10 ft- 5 ft 5 ft -10 ft 5 ft - 100 kN 2 m--im -3 m- Answer: 140 kN Vmax Mmax = 462.5 kN-m Answer: Vmax Mmax = 4250 lb-ft 487.5 lb тах
Q # 4: Write shear and moment equations for the beams in the following figure. In each problem, let x be the distance measured from left end of the beam. Also, draw shear and moment diagrams, specifying values at all change of loading positions and at points of zero shear. Neglect the mass of the beam in each problem. 10CLO – 3
QUESTION 3 If the allowable bending stresses for a beam in one application is 6 kip/in2 in tension. The cross-section of the beam is W8 x 40. If the beam is 10 foot long and simply supported and has a concentrated load applied at x = 3 ft as shown below. • Generate the shear force and bending moment diagram in terms of P; • Based on the allowable maximum bending moment you just obtained above, calculate/ input the mazimm allowable value of the load P: please, pay attention to units, and calculate your answer to 1 decimal place.. 3 ft 7 ft kip.
Draw the simplified free-body diagram and below it the shear and bending moment diagrams. Show all necessary solutions. Let the analysis be from left to right. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, degree of all curves, and the maximum shear and maximum bending moment of the beam. Use the method of sections. Beam ABCD has a hanger connected at B and is supported by a roller at A and a pin at C. 100 N L1 This is not your own property so do not use it in any way as if it were your own. M L1= 206 N/m L2 = 30 N/m L3 = 214 N/m ° L4 = 89 N/m M = 89 N-m A Simplified of the you to repro 3. Any rexodus ers have Exploratory Distance x= L2 1.5 m Shear (N) D This is not your own property so do not use it in any way as if it were your own. 2.5m Bending Moment (N-m) L4 с L3
SHEAR AND MOMENT DIAGRAM PROBLEM 2 Use the AREA method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 6.9 ft, b = 10.4 ft, c = 5.8 ft, and w = 9.5 kips/ft. Label all significant points on each diagram and identify the maximum moments (both positive and negative) along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams. Determine the maximum shear force and bending moment in the beam. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. The roller at point D indicates that motion is restricted both up and down, and the beam will not lift off the roller. a B W b O D X
SHEAR AND MOMENT DIAGRAM PROBLEM 2 Use the AREA method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 6.9 ft, b = 10.4 ft, c = 5.8 ft, and w = 9.5 kips/ft. Label all significant points on each diagram and identify the maximum moments (both positive and negative) along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams. Determine the maximum shear force and bending moment in the beam. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. The roller at point D indicates that motion is restricted both up and down, and the beam will not lift off the roller. a B W b C D X
Problem 1 Compute the shear and moment diagram of the given figure below. Show complete values in the diagrams. Note: A = Hinge; B - Pin; C & D = Roller 6 KNm & ky m -DA 4m 2m 4m Problem 2 Computo th 3一

The shear force is maximum at the sign change in a simply supported beam. Select one: O True False
Problem Statement Based on Problem 7-93 from the textbook. Draw the shear and moment diagrams for the beam. w1=2.40 kip/ft w2=1.5 kip/ft a=11ft
In Problems 8-51 to 8-68, beams are loaded and supported as shown in the accompanying figures. Draw complete shear and moment diagrams for 10 kN 30 KN 20 KN -4 m 4 m 3 m -3 m
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 5 m, b = 3 m, PB = 55 kN, Pc = 75 kN, and PE = 25 kN. 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. a PB Answer: Ay = i BO PB a B Pc a 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.) D Pc D a D₂ PE a PE E kN, Dy= i -x E X kN.
Please answer Part 3, thank you PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a= 6 m, b = 3 m, PB = 70 kN, Pc= 100 kN, and PE= 30 kN. 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.) Answer: Ay = 50 kN Dy= 150 kN PART 2 Determine the shear force acting at each of the following locations: (a) x = 3m (b)x= 9 m (c)x = 13.5 m (d)x= 18 m When entering your answers, use the shear force sign convention. Answers: (a) V= 50 kN (b) V= -20 kN (c) V= -120 kN (d)V= 30 kN PART 3 (PLEASE ANSWER, THANK YOU) Determine the bending moment acting at each of the…