Determine My Ay and By For the beam shown, EI is constant. (Figure 1)FigureB27< 1 of 1 >▼Determine the vertical reaction at support AExpress your answer as an expression in terms of the variables P and Land any necessary constants.AySubmitPart BΜΑUSubmitΑΣΦPart C31-52Request AnswerDetermine the bending moment at support A.Express your answer as an expression in terms of the variables P and L and any necessary constants.VE ΑΣΦRequest AnswerItvec-vecCĴPO??Determine the vertical reaction at support BExpress your answer as an expression in terms of the variables P and L and any necessary constants.

Determine the vertical reaction at support A.Determine the bending moment at support A.Determine the…

For the beam shown, EI is constant. (Figure 1) Figure B 4 1 of 1 Determine the vertical reaction at support A Express your answer as an expression in terms of the variables P and L and any necessary constants. ▾ Ay = Submit Part B M₁ = MA Submit [ΨΕΙ ΑΣΦ ▼ Part C 11 Request Answer IVE ΑΣΦ Determine the bending moment at support A. Express your answer as an expression in terms of the variables P and L and any necessary constants. Request Answer vec $1 S vec a C O P a S Bwww ? Determine the vertical reaction at support B Express your answer as an expression in terms of the variables P and L and any necessary constants.

For the beam shown, EI is constant. (Figure 1) Figure B 4 1 of 1 Determine the vertical reaction at support A Express your answer as an expression in terms of the variables P and L and any necessary constants. ▾ Ay = Submit Part B M₁ = MA Submit [ΨΕΙ ΑΣΦ ▼ Part C 11 Request Answer IVE ΑΣΦ Determine the bending moment at support A. Express your answer as an expression in terms of the variables P and L and any necessary constants. Request Answer vec $1 S vec a C O P a S Bwww ? Determine the vertical reaction at support B Express your answer as an expression in terms of the variables P and L and any necessary constants.

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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Consider the frame shown in (Figure 1). Suppose that F-310 lb. Follow the sign convention. Figure 3f sh D 40 1 of 1 > Y Express your answer to three significant figures and include the appropriate units. HÅ V-59.7 Submit Part F Request Answer My Determine the magnitude of internal moment about point E. Express your answer to three significant figures and include the appropriate units. μA Value lb Submit Request Answer Units ?
Consider the beam shown in (Eigure 1). Suppose that w=360 N/m Figure Ⓒ1of1> 1 of 1 -3m Express your answer to three significant figures and include the appropriate units ▸ View Available Hint(s) F = 675 N Previous Answers ✓ Correct Correct answer is shown. Your answer 674 N was either rounded differently or used a different number of significant figures than required for this part Here we learn how to find a reaction force on a beam at a rocker on an inclined surface caused by an external distributed loading, using equations of equilibrium Part B Determine the and y components of reaction at I using scalar notation Express your answers in newtons to three significant figures separated by a comma. ▸ View Available Hint(s) VAX vec B..B,- 405,540 Submit Previous Answers Incorrect; Try Again; 3 attempts remaining N
Perform double integration of the bending moment equations. You will obtain deflections in this form (can be found in the image attached) Calculate: the value of the constant integration C2. Enter your answer in kNm2 to three decimal places. b) the value of the integration constant C4. Enter your answer in kNm2 to three decimal places. c) the value of the deflection at point C. Enter your answer in mm to three decimal places.
> Next question You can retry this question below A triangular distributed load of max intensity w-490 N/m acts on beam AB. The beam is supported by a pin at A and member CD, which is connected by pins at C and D respectively. Determine the reaction forces at A and C. Enter your answers in Cartesian components. Assume the masses of both beam AB and member CD are negligible. cc 030 BY NC SA 2016 Eric Davishahl Variable Value 6.6 m a b C D 11.88 m 4.95 m Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. The reaction at A is A = -11268.69 N. The reaction at Cis C= 11268.69 N. 20 Submit Question Jump to Answer X2-3923.92 B X2+ -8451.52 H X X
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. Answers: Ay= Dy = a M. B a PB 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.) PB Pc a Pc kN b KN D b D X D X
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.
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
Figure 1.5 m 2 m 2m 0.5m B 2 1m 2.5 m 4 m 1 of 1
Solve the problem shown below. Each answer is worth equal credit. Show all necessary steps of your work clearly to obtain credit. Final answer must be to 3 significant figures and contain units and be in the box. Using P1= 6.0 kips, then determine the reactions and member forces of the truss. a) List reactions at A and K? (Use positive, +, to indicate a reaction that is up, to the right, and counterclockwise.) [30 pts] RAX: RAY: Rkx: Rky: b) Determine the member forces using either the method of joints or method of sections. (Include Units and the correct sign in the answer, (Use: '+'= tension, & '-' = compression) J I H G 4 ft K A -3 ft- B P1 -3 ft- C P1 -3 ft D P1 E -3 ft 3 ft- P1 P1 F FBC: FCJ: FI: FEG: FDH: FIC:
In order to determine the magnitude of the internal forces, a FBD must be cut. It is difficult to determine where a cut should be made in order to reveal the Maximum Internal Forces, thus we have put the distance to the cut in terms of 'x', and plot the equation. In my lecture we took a generic portion of a Beam and applied equilibrium and saw that Loading, Shear and Moment are related to each through differential equations. Change in Shear is the Area under the Loading diagram. Change in Moment is the Area under the Shear Diagram. Using Graphic Integration draw the shear and moment diagrams for the given beams and loading.
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
Consider the beam shown in (Figure 1). Suppose that w=740 N/m. Figure 3m m Part A Determine the y component of reaction at A using scalar notation. Express your answer to three significant figures and include the appropriate units. Ay Value Submit Part B B.. By= Request Answer Submit Determine the z and y components of reaction at Busing scalar notation Express your answers using three significant figures separated by a comma. VAX i vec Units Request Answer ? ? kN