i need the answer quickly Replace the 4.4-kN force by an equivalent force-couple system at (a) point O and (b) point B. Give your answers in vector format.y, m21°8.5 mв (6.2, 3.0)4.4 kNx, m

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Answered: Replace the 4.4-kN force by an…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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SOLVE THE PROBLEM USING DOUBLE INTEGRATION METHOD Problem I. The beam has a loose fit built-in support at B which allows the end of the beam to rotate through the angle 0₁ = 0.75° when the load is applied, as shown in the detail. E = 72 GPa and 1 = 120 x 10 mm². Determine the following: a. Reaction at A (KN) 200 kN -2 m- b. Moment at B (kN m) c. Slope at A in radians d. Displacement at the application of 200kN load Detail 2 m B
View Policies Current Attempt in Progress Replace the three forces shown by an equivalent force-couple system at point A. If the forces are replaced by a single resultant force, determine the distance d below point A to its line of action. 200 N Answers: R= 285 N i d = M = i Force-couple system at A. The force is positive if to the right, and the couple is positive if counterclockwise. Single resultant force. 150 N 690 mm 690 mm 690 mm N N-m mm
Q2: The effect or two forces FA,FB is (5 KN) and acting along u axis, determine the value of FB by parallelogram method (nun perpendicular coordinate) 00
1. Replace the force system on the post by an equivalent resultant force, FR and a couple moment, (Mr)c at point C. Also find the angle of the resultant force at point C. Use both the scalar and vector formulations to work out the problem. 0.5 m B C 750N 1 m 150N 0.2 m 30° 1 m 500N 1 m A
Determine the slope and displacement at the end C of the beam. El is constant. Use the Double Integration Method. A B A 30 ft 3,937.5 k- ft²/El and 50,625 k- ft³ /EI 4,937.5 k- ft²/El and 40,625 k- ft³ /EI 5,937.5 k- ft² /El and 30,625 k- ft³ /El 6,937.5 k- ft²/El and 20,625 k- ft³ /EI B 15 ft- 15 k C ....
The force-couple system shown acts on atrapezoidal plate. a. Determine thevalue of M, if the system shown is equivalent to a single force acting at point C. b. The system shown is equivalent to a force couple system consisting of R and M2= 3000 kip-in clockwise. If M, in this case is 120 kip-in counterclockwise, determine the point of action of the resultant force R along line CD. 50° 1YZ kips 10 in 1X in 10 in 20 kips 35 kips 8x kips 2Y in 5o 1YZ kips Parameters X = 7, Y = 3, Z = 7 1X in 17 in 23 in 87 kips 137 kips 2Y in 8x kips 1YZ kips 18 in
Your answer is partially correct. Replace the three forces shown by an equivalent force-couple system at point A. If the forces are replaced by a single resultant force, determine the distance d below point A to its line of action. 240 N 315 N Answers: M= R= i -345 i -120.60 Force-couple system at A. The force is positive if to the right, and the couple is positive if counterclockwise. Single resultant force. 210 N d = 349.65 670 mm 670 mm 670 mm mm N N.m
Y. 3. The force system shown consist of a counterclockwise couple of 720 N-m plus a 1200 N force through the origin O, directed down to the left as speçified. Determine the (a) distance between the forces and (b) intercepts of the single force at A(a,0) and B(0, b). 13 12 F=1,200 N A(a,0) X C= 720 N-m A B(0,b) F=1,200 N 200 N 150 N 20 cm 4. Given 3 pulleys, the circular sections of which are concentric, and acted upon by three couples as shown. 300 N 40 cm Determine its resultant moment, 300 N e 3 150 NY 200 N+ 30 cm 100 N 150 cm 5. The force system on frame ABCDE is shown below. Replace the system by a force equal to the resultant of the three forces, acting vertically at B 1sd cm plus a couple acting horizontally at D and E. 100 am D 150 cm 30 N
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Replace the 4.4-kN force by an equivalent force-couple system at (a) point O and (b) point B. Give your answers in vector format. у, т 21° 8.5 m в (6.2, 3.0) 4.4 kN x, m