Read the question carefully and give me right solutions according to the question.A=3B=5C=1 Figure 2 shows a simply supported beam carrying two-point loads at B and C. Determinea) The maximum shearing stressesb) The shear stress distribution equations above the centroid.5A mm1A kNIB kN1C mmBCSA mm250 mm-- ---150 mm150 mmIC mmIC mmCross sectional viewFigure 2tethdigite ofvourstudent nu

Answered: Image /qna-images/answer/1a4ce0e2-1096-4d17-af0e-337175e5e670.jpg

Answered: igure 2 shows a simply supported beam…

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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30 kN/m 50 kN-m A D 3 m 1 m 2 m A. Write the equations for the internal shear and bending moment for segments 1) Osx< 3 2) 3sx< 4 3) 4sx< 6 where x is the distance measured to the right of point A. Draw supporting FBDS. Calculate all relevant values. B. Using your answer in item A-1, determine the location from point A and magnitude of the local maximum internal bending moment between 0s x< 3 C. Using the equations and values from item A, draw the shear and bending moment diagrams. Solve for Mmax(pos).
1/4 You can explain the table of how to use or explain the words .of understanding a table TABLE 6-1. Cantllever Loadings CANTILEVER BEAM MOMENT EQUATION (moment at any section x) DEGREE OF МОMENT TYPE OF LOADING EQUATION MOMENT DIAGRAM AREA Zero b=L M=C*- Couple M = - C (i.e., M = - Cx°) bh 2 h=-C L b=L h=-PL Concentrated M = - Px Ist bh b=L w N/m wL? h=- 2 Uniformly distributed M = - 2nd - bh -L- w N/m b=L Uniformly varying wL? h=- M = - 3rd bh 6L -
a)Draw shear force and moment diagrams. b)Draw the shear stress distribution that will occur in the section just to the left of point C and show the maximum shear stress value by calculating it. c)Draw the normal stress distribution that will occur in the cross section at point C and show the maximum stress values by calculating.
Q-3 Write the shear and moment equation and sketch them 30 ku 20 NIM 5m de 5m
Draw and label the diagram correctlyShow the complete solution. Determine the following:a. Shear and Bending Moment Equationb. Shear and Bending Moment Diagramc. Mmax
UNICARD Worksheet 10- Shear Force and Bending Moment Diagrams Question 3: (recommended time-30 minutes) Draw the shear force and bending moment diagrams for the beam given below. Determine the maximum bending moment in segment AB and its location from point A. Neglect the weight of the beam. Answer by following steps a to f, below. Ay 40 kN/m 20 kN B 150 kN·m 8 m 3 m a) Determine the support reactions at points A and B using the FBD of the entire beam. For OAx = 0 EM-0 +(By x8) (20 × 11)-(160 × 5,5)-150-0 By-152915 - (Ay +8) + (160 × 2,66)-150-60 = Ay 27.083 Ay Ax 5,3m 8m 160 20kN 150. b) How many segments are required to draw the shear and bending moment diagrams for the given beam? Name the segments. 2 Segments 5x 27,095 لاينا Segment SF 27,063 160 20 -5,3 Segment 152,915 Bending c) Express the shear force and bending moment as functions of x (the reference coordinate system is placed at point A) for segment AB and determine the shear force and bending moment at the points located…
Draw the internal shear force and bending moment diagram using the Graphical Method (or the 'short-cut'). 2 kip/ft 30 kip-ft B A 5 ft 5 ft 5 ft
Basic Beam Analysis 8-31 Exercises: Determine the maximum stress produced by the loads and create the shear and moment diagrams for the structures. 1. Fixed-end support. Material: Steel Diamater 1.0 in. Y 8 in 3in Z. 75 lb 100 1 80 lb 3)
2- Belonging to the beam given below a) Find the reaction forces on supports B and D. b) Draw the shear force and bending moment diagrams. c) Find the maximum bending stress occurring according to the given cross-sectional area and show which point it is. 12 kN 24 kN 50 mm 7 kN/m 100 mm A B E 90 kN-m 62.5 mm -3 m -6 m- -3 m- -3 m 50 mm 100 mm
In (Figure 1), w = 3.8 kip/ft and F=20 lb. Follow the sign convention. Part A Determine the shear force acting at point D of the beam. Express your answer in kilopounds to three significant figures. vec VD = kip Figure 1 of 1 Submit Request Answer Part B Determine the moment acting at point D of the beam. Express your answer in kilopound-feet to three significant figures. A, 6 ft 9 ft ΑΣφ vec MD = kip ft %3D
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Fast pls solve this question correctly in 5 min pls I will give u like for sure Sk a=75 mm b=160 mm c=20 mm determine the moment of interia Y prime

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igure 2 shows a simply supported beam carrying two-point loads at B and C. Determine a) The maximum shearing stresses b) The shear stress distribution equations above the centroid. SA mm 1A kN IB kN 1C mm B CV D SA mm 250 mm IC mm 1C mm Cross sectional view 150 mm 150 mm