Plot the shear and moment diagrams for the beam subjected to the concentrated force and distributed load. Then answer thequestions to check your work.Assume w₁ = 3.1 kN/m, w2 = 2.0 kN/m, F = 8.0 kN, a = 13 m, b = 3m.WAQuestions:kW = Wo - kx³/2Fพ,Bb--xWhen x = 4.2 m,V =KN M=ikN-mWhen x = 14.9 m, V =kN M=<- dkN-m

The objective of the question is to calculate the shear force and bending moment at two different…

Answered: Plot the shear and moment diagrams for…

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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Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 5.0 ft, b = 3.4 ft, P = 25 kips, and w = 1.1 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal bending moment.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 presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.
Draw the shear and moment diagram of the overhanging beam shown below. For this part, please show the necessary solutions using the LONG METHOD, not the AREA MOMENT METHOD
The beam weight is 5kN considered as a distributed load over the beam length. Two bushwalkers with 850N weight each are standing together at one end of the beam/bridge. Determine the maximum shear force and bending moment in the simply supported beam shown below.
A load of 100 kN, followed by another load of 50 kN, at a distance of 10 metres, advances across a girder with a 100-metre span. Obtain an expression for the maximum bending moment at a section of the girder at a distance of z metres from an abutment. Please provide solutions. Answer is z(140-1.5z) for z< (100/3)m;(100-z)(1.5z-5) for z>(100/3) m.
Determine the shear force and bending moment in thecompound beam as function of the variables w and l,and draw the shear force and bending momentdiagrams.
Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. What is V and M when x=1.4m, 2.4m, 6.2m,7.7m ? What is the magnitude of Vmax and Mmax?
Draw the Shear Force and Bending Moment Diagram for the loaded cantilever beam of length AE, 8 m long shown below. Ignore the self-weight of the beam, Take, AB = 2 m, CD = 2 m, DE = 3.5 m.
A car parking roof with cantilever beam of length 6 m carrying point loads of 12 kN and8 kN at 1.5 m and 2.5 m respectively from the free end and the point loads of 6 kN,3 kNand 4 kN acts at 1.5 m, 2.5 m and 6m from the fixed end. Construct the shear force andbending moment diagram for the beam and also identify the point at which the maximumshear force and bending moment is acting on the beam.
A gantry crane of weight W=100 Kg moves across a bridge with the length /=5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations along the beam. Assume only concentrated loads at the front and rear axles. So it’s wrong answer 1136 N can anyone how to solve for it different ?
A gantry crane of weight W=100 Kg moves across a bridge with the length I=5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations along the beam. Assume only concentrated loads at the front and rear axles.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 2.2 m, b = 4.4 m, c = 3 m, P = 16 kN, w = 34 kN/m, and Q = 26 kN. Label all significant points on each diagram and identify the maximum shear force and bending moment along with their respective locations. Additionally:(a) Determine V and M in the beam at a point located 0.65 m to the right of B.(b) Determine V and M in the beam at a point located 1.40 m to the left of C.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 presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.
Determine the normal force, shear force, and bending moment BY USING THE LEFT SIDE at C ofthe beam in Fig. 7–5a.

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