Three forces A, B, C corresponding to three steel cables are acting on a joint, as shown.Force A=200N is described by (1) 0=45° which is a CcW rotation on the x-z plane from +x, and (2) an angle ofdepression p=55°.Force B=150N is on y-z plane; h = 2m and v = 5m.Force C = -100i-100j+100k NyAвh4. Which of the following is closest to the resultant of forces A, B, and C?220i-63.8j-25.4k N-18.88i-403j+74.6k N81.1i-203j-25.4k N81.1i+75.4j-25.4k N

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Three forces A, B, C corresponding to three steel cables are acting on a joint, as shown. Force A=200N is described by (1) 0=45° which is a CCW rotation on the x-z plane from +x, and (2) an angle of depression d=55°. Force B=150N is on y-z plane; h = 2m and v = 5m. Force C = -100i-100j+100k N y B h 4. Which of the following is closest to the resultant of forces A, B, and C? 220i-63.8j-25.4k N -18.88i-403j+74.6k N 81.1i-203j-25.4k N 81. li+75 4j-25 4k N

Three forces A, B, C corresponding to three steel cables are acting on a joint, as shown. Force A=200N is described by (1) 0=45° which is a CCW rotation on the x-z plane from +x, and (2) an angle of depression d=55°. Force B=150N is on y-z plane; h = 2m and v = 5m. Force C = -100i-100j+100k N y B h 4. Which of the following is closest to the resultant of forces A, B, and C? 220i-63.8j-25.4k N -18.88i-403j+74.6k N 81.1i-203j-25.4k N 81. li+75 4j-25 4k N

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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