۱۰:۱۲docs.google.comFor the simply supported beam shown.Find the maximum bending moment from:the bending moment diagram450 lbM=3600 lb.ft3 ftصفحة 14 من 18محو النموذج3 ft3 ft+2100 lb.in+2850 lb.in+2100 lb.ft+2850 lb.ft+700 lb.ft_2100 lb.ft_2850 lb.in_2850 lb.ft+250 lb.ft_2100 lb+2100 lb.ft^2TEUرجوع(

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For the simply supported beam shown. Find the maximum bending moment from :the bending moment diagram 450 lb M=3600 lb.ft 3 ft 3 ft 3 ft +2100 lb.in +2850 lb.in +2100 lb.ft +2850 lb.ft +700 lb.ft _2100 lb.ft _2850 lb.in _2850 lb.ft +250 lb.ft _2100 lb +2100 lb.ft^2

For the simply supported beam shown. Find the maximum bending moment from :the bending moment diagram 450 lb M=3600 lb.ft 3 ft 3 ft 3 ft +2100 lb.in +2850 lb.in +2100 lb.ft +2850 lb.ft +700 lb.ft _2100 lb.ft _2850 lb.in _2850 lb.ft +250 lb.ft _2100 lb +2100 lb.ft^2

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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Part 1 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=11.5 ft, b-5.0 ft, c= 8.0 ft, w = 7 kips/ft and M = 250 kip-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. A Answers: Ay = Calculate the reaction forces Ay and C, 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.) Cy= Part 2 Answers: (a) V= (c) V= (b) V- i i (e) V- (d) V- i Part 3 (a) M- i Determine the shear force acting at each of the following locations: (a)x=0+ ft (i.e., just to the right of support A) (b) x 11.5 ft (i.e., at point B) (c) x 16.5-ft (i.e., just to the left of the support C) (d) x = 16.5+ ft (i.e., just to…
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(a) derive equations for the shear force V and the bending moment M for any location in the beam. Place the origin at point A.) (b) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Specify the values for key points on the diagrams. Wo A L
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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…
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