Determine the shear force V in the beam at a point located 3.00 ft to the left of point B. The ground reactions are provided.Ay = 2,635.7 lbBy = 4,864.3 lb1,200 lb450 lb/ftBC14 ft6 ftO -2491 lbO -1663 lbO -1461 IbO -2314 lbO -1905 lb

Given Data - A beam is given subjected to UDL and Point Load Reactions is Given as AY=2635.7 lb…

Answered: Determine the shear force V in 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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The bar supported by a pin at B and a cable at A carries a load of 260 N at C. Neglecting the weight of the bar,a.) Determine the normal force 7 m from A.b.) Determine the shear force 7 m from A.c.) Determine the bending moment 7 m from Ad.) Determine the torsion 7 m from A SHOW COMPLETE SOLUTIONS DRAW FBD
Replace the loading by an equivalent resultant force and specify its location on the beam, measured from point B. Given: N Wj = 12000 m W2 N w2 = 7500 a = 4 m b = 3 m 1D find FCR) ? N 2) Find + nea suye to the right from point ß to Ahe lett from point B meagure メ

Q2) Determine the reaction at A due to the uniform loading and the applied moment as shown in figure (2)? 2 kN/m 12 kN m Figure (2) 3 m -3 m
docs.google.com 1-Replace the loading by an equivalent resultant force and specify its location on the beam, measured from point A. * 400 N/m B 3 m 3 m d= 2.58m d=2.335m d=2.358m d=3.23m d=2.223m d=2.234m d=2.123m d=2.333m d=2.231m Other: O OOO OO0 OO
24.0 kN/m 3. Draw a FBD for the beam AB 160 kN shown to the right and solve for the unknown reactions at B. 30.0° A B 6.00
A continuous beam supports loads as shown in the image. Determine the support reactions using the three-moment method. Consider that the stiffness of the beam is constant throughout.
Q2: A conveyor beam has the cross section shown below and it is subjected to a ben moment. Determine the maximum permissible bending moment which can be applie the heam when the hottom flange in tancion, if the safe stor for the mate tension and compression are 30 MPa and 150 MPa respectively. T C VI 25 mm 150 mm 100 mm 50 mm المانه *50*100*50* mm mm mm
III. Using Three Moment Equation, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa 1381 KN/m 1381 KN/m 690.5 KN/m D B 4.0 m 3.0 m 7.0 m 4.0 m b = 0.25m h = 0.50m 4.0 m b = 0.35m h = 0.70m b = 0.45m h = 0.90m
Fj = 375 lb F = 500 lb 4 В. 0.5 ft 8 ft 6 ft 5 ft- 30° F3 = 160 lb II The cantilevered beam above is subjected to an array of forces. Assume that the loading system is to be simplified/summarized by a single resultant force and couple moment acting at point B. Which of the following is closest to the vertical component of the resultant force (i.e. Fry)? a) -220 Ib O b) -140 lb c) 1035 lb d) -914 lb
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Determine the shear force V in the beam at a point located 3.00 ft to the left of point B. The ground reactions are provided. A, = 2,635.7 Ib By = 4,864.3 lb 1,200 lb| 450 lb/ft B |C 14 ft 6 ft