Question: B05-2This is a question based on the text book ‘’Mechanics of Materials’’ , please reply detail solution with instructions. VII. (Based on Problem 7-46) The beam is subjected to a shear=of V 1000 N. (a) Indicate the position (the distancemeasured from the bottom edge) of the neutral axis of thebeam. (b) Determine the shear force developed in each nail.[(a):5%, (b):5%]100 mm100 mm30 mm30 mm250 mmB150 mm30 mm

Answered: VII. (Based on Problem 7-46) The 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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Use the graphical method to construct the shear-force diagram and identify the magnitude of the largest shear force (consider both positive and negative). The ground reactions at the wall of the cantilever are provided. L₁= 14.75 ft L₂ = 7.75 ft Vc = 91.50 kips Mc = 706.4375 kip-ft 20 kips 6 kips/ft L₁ 103.50 kips 68.50 kips 91.50 kips O 79.50 kips O 114.50 kips 70 kips BO 12 kips/ft L2 O Vc Mc
Answer p1 and Part 2: Determine the shear force acting at each of the following locations:(a) x = 11.0- ft (i.e., just to the left of point B)(b) x = 11.0+ ft (i.e., just to the right of point B)(c) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers: a) V = ____ kips b) V = ____ kips c) V = ____ kips Part 3: Determine the bending moment acting at each of the following locations:(a) x = 11.0 ft (i.e., at point B)(b) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. Answers: a) M = ____ kips-ft b) M = ____ kips-ft Part 4: Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers: Mmax = ____ kips-ft xmax = ____ ft
A shear force of V = 240 kN is applied to the box girder. (Figure 1) Figure Part A 9A= 28.82 Part B 200 mm B 90 mm μÅ LO 9B = 16.42 200 mm 10 mm. A μÅ C D 180 mm Determine the shear flow at point A. Express your answer to three significant figures and include the appropriate units. MPa 90 mm Submit Previous Answers Request Answer 100 mm 190 mm -10 mm X Incorrect; Try Again; 5 attempts remaining Enter your answer with a different unit type. Review a list of acceptable units. MPa Determine the shear flow at point B. Express your answer to three significant figures and include the appropriate units. ? Pocke Submit Previous Answers Request Answer 1 of 1 ? > Incorrect; Try Again; 5 attempts remaining Enter your answer with a different unit type. Review a list of acceptable units.
Downloads/ * Practice problem 2 Determine the location of the shear centre O of the thin-walled member of uniform thickness having the cross-section shown. [Ans. 5a/7] UNIVERSITY OF LIVERPOOL $ 4 € R LL F % 5 T G 40 6 Y & O. 7 T Second moment of area liyi U E H J 2a 8 S B K O O L P [ = www.check-p www.check-plag This site was upc via Microsoft Edge delete backspace #
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Use the graphical method to construct the shear-force diagram and identify the magnitude of the largest shear force (consider both positive and negative). The ground reactions at the wall of the cantilever are provided. L1= 14.00 ft L2 = 7.75 ft Vc = 87.00 kips Mc = 621.875 kip-ft 20 kips 70 kips 12 kips/ft 6 kips/ft Mc A В L1 L2 99.00 kips O 110.00 kips O 75.00 kips O 64.00 kips O 87.00 kips
PLEASE ANSWER WITH FULL SOLUTION
PRIOR ANSWERS: Reaction Forces: By = 76.809 Cy = 15.94 Shear Forces: V (× = 10.5- ft (i.e., just to the left of support B)) = -36.75 kips V ( x = 10.5+ ft (i.e., just to the right of support B)) = 40.059 kips V (x = 25.5 ft) = -12.441 kips V (x = 26.5- ft (i.e.. just to the left of support C))= = -15.941 kips Bending moment: M (x = 10.5 ft (i.e., at support B)) = -192.9375 kips-ft M (x = 25.5 ft) = 14.1975 kips-ft
3. A plate from a bicycle chain is fabricated from steel with Su =140 ksi and Sy = 110 ksi. All surfaces are machined, reliability is 50%, and temperature is 200 F. The loading fluctuates between 0 and a maximum force Fo. 0.050 in. -in.- 0.191-in. rad. 0.125-in. dia. F=0 to Fo a) Find σ and σ for this loading condition. Express your answer in terms of Fo. em ea b) If the loading is such that the ratio of σ /σ increases proportionally find Fo such that the ea' em safety factor is 1.5.
ABO(sub1) and BCO(sub2) is a quarter circle with the given dimensions. Let R(sub1) equals to 10 inches. If the section is constant and has a length of 5 ft., The shear load P is acting on the centroidal position from the spar web. Determine the shearing stresses developed in the nose skin and spar web, shear center and the angle of twist. Let G = 4 x 10^6 psi. The thicknesses as follows, for nose skin = 0.080in, for sparweb = 0.10in. -What is the angle of twist? -What is the shear center? hef = 3R1 = 30in P = 6000lbs A %3D F 2R1 02 В 01 R1 D E 4R = = 40in
PART 1 answer Ay=45kN Dy=140kn PART 2 Determine the shear force acting at each of the following locations: (a) x = 2m (b) x = 6m (c) x = 9m (d) x = 12m My Answer: (a) V= 45kN (b) V= -20kN (c) V= -110kN (d) V= 30kN PART 3 Determine the bending moment acting at each of the following locations: (a) x=4m (b) x = 8 m (c) x = 10 m When entering your answers, use the bending moment sign convention. Need Answers: (a) M= ________________kN-m (b) M= ________________kN-m (c) M= ________________kN-m
7.4 need assistance please provide labeled Free Body Diagram thank you

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VII. (Based on Problem 7-46) The beam is subjected to a shear = of V 1000 N. (a) Indicate the position (the distance measured from the bottom edge) of the neutral axis of the beam. (b) Determine the shear force developed in each nail. [(a):5%, (b):5%] 100 mm 100 mm 30 mm 30 mm 250 mm B 150 mm 30 mm