Raciongular Components of a Force. Un 7 2.18 Two strctural members A and B are bolted to a bracket as shown, Knowing that both members are in compression and that the forre is 15 kN in member A and 10 kN in member B. determine by trigonometry the magnitude and direction of the resultant of the forces applied to the bracket by members A and B. Vectors 20 40 2.19 Two structural members A and B are bolted to a bracket as shown. Knowing that both members are in cormpression and that the forec is 10 kN in member A and 15 kN in member B, determine by Irigononctry the magnitude and direction of the resultant of the forces applied to the bracket by mernbers A and B. 2.20 For the hook support of Prob. 2.7, knowing that P 75 N and a = 50°, determine by trigononetry the magnitude and direction of the resultant of the two forces applied to the support. Fig. P2.18 and P2.19

Raciongular Components of a Force. Un 7 2.18 Two strctural members A and B are bolted to a bracket as shown, Knowing that both members are in compression and that the forre is 15 kN in member A and 10 kN in member B. determine by trigonometry the magnitude and direction of the resultant of the forces applied to the bracket by members A and B. Vectors 20 40 2.19 Two structural members A and B are bolted to a bracket as shown. Knowing that both members are in cormpression and that the forec is 10 kN in member A and 15 kN in member B, determine by Irigononctry the magnitude and direction of the resultant of the forces applied to the bracket by mernbers A and B. 2.20 For the hook support of Prob. 2.7, knowing that P 75 N and a = 50°, determine by trigononetry the magnitude and direction of the resultant of the two forces applied to the support. Fig. P2.18 and P2.19

Name: Reciongular Components of a Force. Un 72.18 Two strctural members A a
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: Reciongular Components of a Force. Un 72.18 Two strctural members A and B are bolted to a bracket as shown,Knowing that hoth members are in compression and that the forceis 15 kN in member A and 10 kN in memnher B. determine bytrigonometry the magni

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter3: Resultants Of Force Systems

Section: Chapter Questions

Problem 3.17P: The 3200-1b weight is supported by two cables. Knowing that the resultant of the cable tensions T1...

See similar textbooks

Similar questions

The overhead electric hoist Crides along a track on the horizontal beam AB. In addition to the 500-kN vertical force carried by the hoist, the beam also supports the three vertical forces shown. (a) If x = 5m, determine the resultant of the four forces carried by the beam. (b) Determine the distance xfor which the resultant of the four forces would act at the center of the span AB. 300 kN 120 kN 200 kN -4m--3m- |2 m 8 m A B 500 kN
2. A person's arm is used for ergonomic studies. If the distance of the AB, BC, and CD segments are 35.0 mm, 28.0 mm, and 19.0 mm, respectively, and the model is holding a small 1.5-lb load on the distal metacarpals of her hand . Determine the magnitude and direction of the moment of force with respect to a) to the shoulder joint, b) to the olecranon joint, c) to the carpal joint.
The moment of the 90 N force about point O for the condition theta 15 degrees is equal to. F = 90 N 800 mm 600 mm Select one: O a. 55.6 N.m Ob 83.5 N.m Oc 70.8 N.m Od. 33.5 N.m
%VY li. o HW#6_Ch.4 (Part C... 4.9 4-154. Replace the distributed loading by an equivalent resultant force and specify where its line of action intersects a horizontal lin +Dmonoured from A. 4-155. Replace the distributed loading by an equivalent resultant force and specify where its line of action intersects a vertical line along member BC, measured from C. 3 kN/m 3 m 2 kN/m 4 m Probs. 4-154/155 *415
The 3200-1b weight is supported by two cables. Knowing that the resultant of the cable tensions T1 and T2 is a vertical 3200-lb force, determine T1 and T2.
י וו, ו> E 11;EV I 2 T3- 3D For.. T3 3D - Force Syste Q8 The 180-lb force is applied at point A of the bracket. Determine the moments of this force about point B, about point C, and about the line BC. Ans. Mc= -2840k Ib.in MBc =2540 Ib.in 6" 13" 180 lb 145 09 15" 12 II
3- Detemine the force T and C 3 kN 20 16 kN 40 8 kN
Determine the horizontal and vertical components of force that the pins at A and B exert on the frame. 4.1 The magnitude of the horizontal component Ax at the hinged support A is Blank 1 kN. 4.2 The magnitude of the vertical component Ay at the hinged support A is Blank 2 kN. 4.3 The magnitude of the horizontal component Bx at the hinged support B is Blank 3 kN. 4.4 The magnitude of the vertical component By at the hinged support B is Blank 4 kN.
600 N F 600 N -F 40° 40 1 m 250 N 250 N
A force of 150 N is applied to point A of the lever.Knowing that the distance AB = 225 mm, calculate themoment of force relative to point B when alpha=50 degrees.
Example An experimental device imparts a force of magni- tude F = 225 N to the front edge of the rim at A to simulate the effect of a slam dunk. Determine the 900 mm 700 mm %3D moments of the force F about point O and about point B. Finally, locate, from the base at O, a point C on the ground where the force imparts zero moment. B 300 mm 3050 mm
Determine the magnitude of the moment of the 600-N force acting on the bracket shown. Express your un answer in Nm.