A 2 metre long beam with a width of 36 mm and depth of 54 mm isloaded with 2 kN in the middle. Use the graphs and equations to findthe maximum Bending Stress (in Mega-Pascals to the nearest wholenumber).2kNMтуI =bd312Q(x)2mShearForceM(x)BendingMoment1kN1kNmx54 mm36 mm2kN2 m

To find the maximum bending stress in a beam subjected to a central load, we can use the following…

Answered: A 2 metre long beam with a width of 36…

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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Hi, can you please help me with these diagrams? Please be as clear as possible with the FBDs.
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Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a= 2.5 m, b= 7.0 m, MB = 85 kN-m and Mc = 130 kN-m. 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. y MB Mc В C D Determine the shear force acting at each of the following locations: (a) x = 0+ m (i.e., just to the right of point A) (b) x = 2.5- m (i.e.,. just to the left of B) (c) x = 2.5+ m (i.e., just to the right of B) (d) x = 12.0- m (i.e. just to the left of D) When entering your answers, use the shear force sign convention. Answers: (a) V = i kN. (b) V - i kN. (c) V = i kN. (d) V = i kN.
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Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 2.8 m, b = 5.6 m, c = 3.8 m, P = 20 kN, w = 45 kN/m, and Q-10 kN. A P B W b C X What is the maximum bending moment on the beam? Answer in kN-m rounded-off to 2 decimal places When entering your answers, use the bending moment sign convention. I
If Mg = 65.0 kN-m and Mc = 52.5 kN-m, use the graphical method to construct the bending-moment diagram and identify the magnitude of the largest moment (consider both positive and negative). Units: KN 10 KN -10.00 Units: KN-m 2.5 m O 73.2 kN-m 61.6 kN-m 38.0 kN-m O 48.6 kN-m O 52.5 kN-m B 7 kN -7.00 MB 4 kN/m 3.5 m @ 1.75 m from B 7.00 7 kN Mc
can you help me with this question please ; the value of the maximum bending moment in the beam. Enter your answer in kNm to three decimal places. Note: when deriving internal moment equations, use the following orientation of x coordinate: Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep the part of the beam left from the cut. Segment BC: x changes from a at support B to L at point C, where L = a + b. After making the cut, keep the part of the beam right from the cut, i.e. distance from point C to the cut is equal L-x.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b-8.0 ft, c-4.0 ft, d=3.0 ft, w = 6.5 kips/ft and P = 45 kips. 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 a a B Part 2 b d For this loading, calculate the reaction forces Ay and Ey 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.) Save for Later B W Answers: Ay = i 37.575 eTextbook and Media W AV=P₂ b C V₁ - V₁ = Sw(x) dx C C с D + D d kips, Ey= M₂ E i E ZA x Ey X Incorrect If your answer for part (a) or (e) is incorrect, recall that concentrated loads create discontinuities in the shear-force diagram. Refer to the table below (Construction Rules for Shear-Force and Bending-Moment Diagrams), Rule 1. At…
Please help me to understand how to find the length of a.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=8.0 ft, c=4.0 ft, d=3.0 ft, w = 6.5 kips/ft and P = 45 kips. 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 B a W B W C b d For this loading, calculate the reaction forces Ay and Ey 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.) b C C P C D P Ľ E d E ·x Ey
Using the coordinate axes shown, write equations for the shear V and bending moment M for anv section A beam is loaded and supported as shown in Fig. Using the coordinate axes shown, write equations for the shear V and bending moment M for any section of the beam In the interval 0
The second moment of area of a rectangle is given by the formula I =bh^3/12where b is the breadth and h is the height.Determine the approximate percentage error, if b is measured 3% too largeand the height h is measured 1.7% too small.(Use the Binomial Expansion Method)

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A 2 metre long beam with a width of 36 mm and depth of 54 mm is loaded with 2 kN in the middle. Use the graphs and equations to find the maximum Bending Stress (in Mega-Pascals to the nearest whole number). 2kN M ту I = bd3 12 Q(x) 2m Shear Force M(x) Bending Moment 1kN 1kNm x 54 mm 36 mm 2kN 2 m