Please answer the below using the same table layout I have. I have attempted but I do not know where I have gone wrong , please correct my mistake ХNow calculate the maximum bending stress ofthe beam given the cross-section shown below.Give your answer in MPa0.089Z150mm20mmT150mm20mm 03)92Yh220mm120mm-150mmMCMax bendingStressM = 24.07uNmINAAyA,3000าร22500A₂300042160480000h₁ =J-418375-75h₂ = y₂-y= 8.75= 160-83.75=76.25{A = 6000ÿ = {AYΣΑم502500=6000ΣAy = 50250083.75> 1/1, bh 3170-ysro asIc+ INASub-sectionAyhIcI NA7530008.755625000Ic₁ + An²= 5854 687.516076.25023000XO AY100000Ic₂+Ah₂= 17542187.5EINA = 23396875mm6max24.07 × 10³ x (170-83.75=23396875= 0.089 MPa x4

Answered: Image /qna-images/answer/b4d508bd-f52a-447d-bc42-f289d2877424.jpg

Answered: Х Now calculate the maximum bending…

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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Q9c. For the beam below, the point loads and distances are as follows: F1 = 11. 25 kN, F2 = 11.25 kN and F3 = 4.50 kN L1 = 2.25 m, L2 = 4.50 m, L3 = 4.50 m and L4 = 2.25 m Determine the bending moment at D. Give your answer in kilonewton metres (kNm) to two decimal places. F1 F2 F3 B L1 L2 L3 L4 E RA Rg Answer:
Q9c. For the beam below, the point loads and distances are as follows: F1 = 11. 25 kN, F2 = 11.25 kN and F3 = 4.50 kN L1 = 2.25 m, L2 = 4.50 m, L3 = 4.50 m and L4 = 2.25 m Determine the bending moment at D. Give your answer in kilonewton metres (kNm) to two decimal places. F1 F2 F3 A L1 L2 L3 L4 E RA Answer:
If the sections shown below is subjected to a negative bending moment of 10kN.m, drawthe 3D bending stress distribution for your relevant section as per the colours on the classlist. Please show all relevant calculations and values on your distribution. The position ofthe neutral axis is measured form reference point A.
k P 0 8 ft x = 11.1 ft x RA 8. W (ft) Calculate the magnitude of the bending moment at distance x as shown in the figure. Express your answer in kips.ft, but don't type the unit. Use the following data: P = 15.6 kips w = 9.1 kips/ft Round your answer to one decimal place. 16 ft 6 ft 24. 30. B RB
Draw the shear and bending moment diagrams for the beam with loading as shown below. Label all break-points and equations on the two diagrams. The geometric properties at the bottom of this exam may be helpful. 15 kip 2.5 kip/ft- B C A D 6 ft +3 ft> 6 ft Round your answers to one decimal. What is the absolute value of the maximum shear? Where does this maximum shear occur (assume A is located at 0 and D is located at 15 ft)? What is the absolute value of the maximum moment? Where does this maximum moment occur (assume A is located at O and D is located at 15 ft)?
Consider the beam in (Eigure 1). Take that P₁ = 11 kN and P₂ = 17 kN. Follow the sign convention. Determine the normal force, shear force, and moment at point C. Figure 1.5m 15 m 1.5 m 1.5 m 1 of 1 B € Part A Determine the normal force at point C. Express your answer to three significant figures and include the appropriate units. Ne= Value Submit Request Answer Part B HA Ve Value Submit Determine the shear force at point C. Express your answer to three significant figures and include the appropriate units. Part C Me= Submit Request Answer Units Value Determine the moment at point C. Express your answer to three significant figures and include the appropriate units. Request Answer Units ? Units ? ?
Q1: For the beams and loading shown below, A- Draw the shear force and bending-moment diagrams. .. B- Determine the equations ofthe shear force and bending-moment curves for the segments (BC in Figure 1, C- Compute the bending stress at point (a) on section C D- Determine the values and locations of the maximum tensile and compression bending stresses. 230 mm Figure (1) 30 mm a 6 kN/m M=72 kN.m E 150 mm 10 mm A AB D 10 mm 2m 4m 1m 1m RE 10 mm
For the given fig find the correct representation of the longitudinal variation of the bending stress
5 kip/ft 15 kip ft 15 kip · ft B 6 ft 10 ft 6 ft Note: Attach your Shear and Bending Moment Equations and Diagrams and Solutions in the classwork tab. Make sure that your diagram is properly labeled and drawn.
For the simply supported beam subjected to the loading shown, sketch the shear force diagram. Determine the largest magnitude shear force. Let a=13.0 ft, b=4.0 ft, c= 8.0 ft, w = 17 kips/ft and M = 243 kip-ft. Give your answer in kips. Enter a positive number. M B C D a
Determine the bending stress (in Pa) at the top of the beam at point C for the beam shown below if P=1623N, T=4552Nm, a=0.77m, b=1.13m, c=0.78m, w=39mm, and h=80mm. Round off the final answer to five decimal places. Show your complete solution.
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. y A A Answers: By a = 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 = O, it has been omitted from the free-body diagram.) = a i B Cy i = W B b W b kips X kips X

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