Construct the shear and moment diagrams for the loaded beam shown. After you have the diagrams, answer the questions.W = w₁+kx²4.4 kN/m2.9 kN/mwA4.6 mQuestions:BAt x = 1.5 m, V =iKN, M =ikN·mAt x = 3.9 m, V =iKN, M =ikN·mat xThe absolute value of the maximum shear forceVmaxikN.i=isThe absolute value of the maximum bendingmoment isMmaxiat xkN.m,i

The objective of the question is to construct the shear and moment diagrams for a loaded beam and…

Answered: Construct the shear and moment diagrams…

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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Determine the internal shear force at point C and internal moment at point D in the simply-supported beam. Point D is located just to the left of the 2500-lb force. A 500 lb/ft #ffff C -3 ft 3 ft- - 3 ft 2500 lb D TA -3 ft- B
Please answer ONLY HANDWRITTEN
Develop an expression for the shear force V(x) as a function of position (x) along the beam.
w2 w1 Determine the shear force and bending moment in the beam. Use wl = 4 kN/m, w2 = 7 kN/m, a = 4 m, and b =4 m. The shear force at the point B of the beam in kN is (round to the nearest integer): kN The bending moment at the point A of the beam in kN.m is (round to the nearest integer): kN.m The bending moment at the point B of the beam in kN.m is (round to the nearest integer): kN.m The bending moment at the point C of the beam in kN.m is (round to the nearest integer): kN.m The location of the maximum bending moment from the point A of the beam in meter is (round to the nearest integer): meter The maximum bending moment of the beam in kN.m is (round to the nearest integer): kN.m
answer this ; The second moment of area employed in the equation to calculate maximum shear stress can be calculated as ??= ( units : ??4 )
Draw the shear force and Bending Moment Diagram for the following beam. 25 KN 32 KN 17 KN 28 KN A B 35 75 90 125 160 All Dimensions are in mm
w1 B w2 Determine the shear force and bending moment at the one-third, middle, and two-thirds of the length of the beam (from point A), respectively. Use wl = 7 kN/m, w2 = 4 kN/m, and a =4 m. The shear force at the one-third of the length of the beam (from point A) in kN is (round to the nearest integer): kN The shear force at the middle of the length of the beam (from point A) in kN is (round to the nearest integer): KN The shear force at the two-thirds of the length of the beam (from point A) in kN is (round to the nearest integer): |kN The bending moment at the one-third of the length of the beam (from point A) in KN.m is (round to the nearest integer): kN.m The bending moment at the middle of the length of the beam (from point A) in kN.m is (round to the nearest integer): kN.m The bending moment at the two-thirds of the length of the beam (from point A) in kN.m is (round to the nearest integer): kN.m
Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions. The distance x is measured from point A to the right. What is V and M when x= 1.3 ft, 4.4 ft, 9.4 ft?
Use the method of sections to determine expressions for the shear force and bending moment along the entire length of the beam shown below, and plot the shear force and bending moment diagrams. p 1 kN/m A. 10 m B.
I also need help drawing the shear and moment diagrams
For the given beam, draw the simplified free-body diagram and below it the shear and bending moment diagrams via method of sections. 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, the degree of all curves, and the maximum shear and maximum bending moment of the beam. Note that P is applied perpendicular to the hanger attached at B. Show all necessary solutions. Let the analysis be from left to right. 102 KN 5m 43 kN B 43 KN 35 KN 3 m 1 m 4m 3m C D 3 m 31 kN 44 kN m
Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. 26 kN 4 kN/m 6 kN/m A B 7m -4 m 15 m Questions: When x = 3.2 m, V = -12.8 kN M = -20.48 kN-m When x = 8.1 m, V = i 43.783 kN M= i -49.8387 kN-m When x = 12.3 m, V= i 17.783 kN M= i 100.249 kN-m When x = 20.1 m, V= i 12.581 kN M = i 230.1139 kN-m The maximum (absolute value) shear force in the beam is: |Vmaxl = i 43.783 kN The maximum (absolute value) bending moment in the beam is: |Mmaxl = i 260.0536 kN-m

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