Please show your solutions.. G-96H-69 Determine the internal shear in kip at the distance 14 ft. from point A (it is the point between span BC).D...5 kips30 kips-E15 kips4'ABRAX8'12'RAYRCA) -132B-24c) -123-140E) -84F-8

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Answered: Determine the internal shear in kip at…

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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Draw the shear and moment diagram. Show the complete solutions. Add "3" in all the loads. Example: 37 + 3 = 40KN, 40 + 3 = 43KN, 63 + 3 = 66KN, 53 + 3 = 56KN/m, 43 + 3 = 46KN/m, 68 + 3 = 71KN/m 37 KN 1) 15pts 3) 20pts 53 KN/m A L= 1.7 m. L= 2.6 m. L= 5.1 m. 2) 25pts 4) 20pts 68 KN/m 40 KN 63 KN 43 KN/m A B C A L = 2.3 m. L=4.0 m. L = 1.2 m. L= 2.3 m. L= 2.7 m.
Calculate maximum compressive strain on circular beam with an outside diameter of 80mm and wall thickness of 12mm when it is loaded in bending as shown in Figure Q10. (E=65 GPa)a) 5158 micro-strain b) 355.45micro-strain c) 17127 micro-strain d) 62271micro-strain
A) Use the Bending Moment diagram show below to construct the shear and load diagrams. 35 20 5 ft- 10 ft - 5 ft M (ft-kips)
P= 4 kN w= 0.8 kN/m a) Start with the shear diagram. To use a segment of the left end of the beam to develop the expression for the shear, the vertical reaction at A must be known. Calculate the vertical reaction at A. Let a positive force act up. b)Write an expression for the internal shear for an arbitrary point between A and B c)Write an expression for the internal shear for an arbitrary point between B and C.
Question 9 Find the maximum moment for the given beam below. 3K/ft 12K 1GK ... 16K 2K/ft 4' 4' 41 4' 8' A 176 B 146 -148 D -32 144 F) -167 128 184
Question 3) Draw shear force and moment diagrams. 8 kN 4kN/m 4ENM 8 C 3m 1.5m 2m 0.5m
Assume the support at B is a roller. Point C is located just to the right of the F = 13-kip load. A) Determine the internal normal force at point C. NC = ? B) Determine the shear force at point C. VC = ? C) Determine the bending moment in the beam at point C. MC = ? D) Determine the internal normal force at point D. ND = ? E) Determine the shear force at point D. VD = ? F) Determine the bending moment in the beam at point D. MD = ?
3.The bending stress at a distance (h/2) of the I-section shown below is zero. (True/False) 4. The shear equation for the simply supported beam (as shown) can be written as 5 kN/m, a)V=3=x² b)V=-x² c) V=x? d)none of the previous choices 4m
The distance between point A and the shear force VAB=0 * a. 1.9074m b. 1.9074mm c. 1.8074m d. 1.8074mm
Q1: Draw shear force and bending moment diagrams by using section method. 20 kip 4 kip ft Hinge ft 5 ft S ft
1) Figure 1 shows a fixed end beam with various loads on it. section A-A/B-B/C-C B. section A-A 100mm section C-C 300mm 100mm moment around y- axis 4N.m 150mm dia = 25mm 100mm 200mm section B-B 3000N 4000N 100mm 2000N moment around X-axis 4NLm 1000N Figure 1 a) Determine the combined loadings and draw them on a volume element: Section A-A, Point A on the cross section CS Scanned with CamScanner
3. The section shown below, is subjected to a maximum shear and bending of 10 kips and 35 kips-ft, respectively. a) Calculate the maximum bending tension and compression. b) Shear in the neutral axis. 8" 2" 1" 10" 2" 12"

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Determine the internal shear in kip at the distance 14 ft. from point A (it is the point between span BC). D ... 5 kips 30 kips- E 15 kips 4' A B RAX 8' 12' RAY RC A) -132 B -24 c) -123 -140 E) -84 -8