A simply supported beam of a total length l is shown in Figure Q5, where point A is supported by a pin connection and point C is supported by a roller support. The concentrated load is Pat the location of 21/3. Determine the shear-force and bending- moment distributions produced in the beam by the concentrated load P. Note that adatpive marking has been used to consider the method mark. P 21 3 A C + y B Figure Q5: A simply supported beam with a concentrated load applied a) (1) The support reaction forces at the A and C, be careful of the sign. RA (mathematical expression) (mathematical expression) (2) Give the expressions of the shear and moment at an arbitrary poistion z of AB segment, be careful of the sign. (mathematical expression) M, (mathematical expression)

A simply supported beam of a total length l is shown in Figure Q5, where point A is supported by a pin connection and point C is supported by a roller support. The concentrated load is Pat the location of 21/3. Determine the shear-force and bending- moment distributions produced in the beam by the concentrated load P. Note that adatpive marking has been used to consider the method mark. P 21 3 A C + y B Figure Q5: A simply supported beam with a concentrated load applied a) (1) The support reaction forces at the A and C, be careful of the sign. RA (mathematical expression) (mathematical expression) (2) Give the expressions of the shear and moment at an arbitrary poistion z of AB segment, be careful of the sign. (mathematical expression) M, (mathematical expression)

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 simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let w=20.0 kips/ft, a=6.0 ft, and b=20.5 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. "| Answers: By= Calculate the reaction forces By 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 Bx = 0, it has been omitted from the free-body diagram.) Cy= Answers: (a) V= (b) V= 351 183.54 (d) V= -120 222.561 (c) V= i -360 B Determine the shear force acting at each of the following locations: (a) x = 6.0-ft (i.e., just to the left of support B) (b) x = 6.0+ ft (i.e., just to the right of support B) (c) x = 25.5 ft (d) x = 26.5-ft (i.e., just to the left of support C) Note that x = 0 at point A.…
hi can you please answer question "problem 5-4"? please see image attached thank you
For the same beam and loading case in Figure Q1, which of the following best describes the mostaqREDdiate method for finding the vertical deflection for any point along its length? Oa Use the Tresca criterion. Ob. Form an equation for the bending moment as a function of x - writing some terms using Macaulay notation - and then use double integration. OC Apply Euler's theory of buckling. O d Apply Castigliano's theorem. O. Form an equation for the bending moment as a function of x and then use double integration (Macaulay notation is NOT required for this problem). OF. None of the provided answers are correct.
Determine the maximum bending stress in the beam
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2. Draw shear force and bending moment diagrams for the beam shown in figure. 50 kN/m 20 kN/m D to 2 m 2 m 2 m RA Ro 3. Relation between load, shear and moment: Please solve according to the exporters of a typícal solution. We will discuss the relations existing between the loads, shears and bendin moments in any beam. Theses relations provide a method of constructing she and moment diagrams without writing shear and moment equations. The beam shown in figure (1) is assumed to carry any general loading. The free body diagram jar - jute W Nm) of segment of this beam of length (dx) is shown in figure (2). wtx = is the summation of area between (x) and x;) but V, -V, = AV = (area) similarly (1) (2) EF, -0>V+ wdx-(V+dV)=0 -Intensity of load (N/m) . dV = wdx EM, 0= M+Vdx + (wcbx) - (M + dM) =0 dM = M, - M, - AM = (area ) AP dx (de) ~zero 2 . dM=Vde Where: (slope of shear diagram) .V = INP (slope of moment diagram) for (dV = wdx) we can integrating de
Please show complete solution of part 6
FIGURE PS-55 25 K 15 K 6 ft 4 ft 3.0K/ft 4 Use the free body diagram pproach shown in Sections 5-3 through 5-5 to determin the internal shearing force and bending moment al any speecified point in a beam. nd bending moneat diagrams using the guidelines pre- sented in Section 5-10.
Don't copy paste Answer Is not correct So please Do it own.
For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a-3.25 m, b=4.75 m, Pg - 35kN, and Pc = 80kN. 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 Ay- 58.66 - Dy- 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 Ax = 0, it has been omitted from the free-body diagram.) Answers: a 56.33 (a) V= (b) V- (c) V- B i i PB B kN с kN C Determine the shear force acting at each of the following locations: (a) x-2m (b)x - 4 m (c) x-8 m Note that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. 3 3 3 KN D b kN D ·x Dy
A simply supported beam of a total length l is shown in Figure Q5, where point A is supported by a pin connection and point C is supported by a roller support. The concentrated load is P at the location of 21/3. Determine the shear-force and bending-moment distributions produced in the beam by the concentrated load P. Note that adatpive marking has been used to consider the method mark. P 21 3 – x A C • y В Figure Q5: A simply supported beam with a concentrated load applied a) (1) The support reaction forces at the A and C, be careful of the sign.
Give the expressions of the shear and moment at an arbitrary poistion x of BC segment, be careful of the sign.