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Cx=0 P=150N 20 -60 30 180 B εFx =0= Cx JP=150N Dimensions in millimeters -900N = By B Bx=0 Q B. Су EFx =0=Bx GEM c = 0 = By (30mm) + 150N (180 nm) By = -900N GEMA=0 = Q(20mm) + (-900N) (60~~) Q = 2700 N

Cx=0 P=150N 20 -60 30 180 B εFx =0= Cx JP=150N Dimensions in millimeters -900N = By B Bx=0 Q B. Су EFx =0=Bx GEM c = 0 = By (30mm) + 150N (180 nm) By = -900N GEMA=0 = Q(20mm) + (-900N) (60~~) Q = 2700 N

Structural Analysis
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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4.2 Suppose that P=91lbs. What will the force Q be in this case

Cx=0 P=150N 20 -60 30 180 B εFx =0= Cx JP=150N Dimensions in millimeters -900N = By B Bx=0 Q B. Су EFx =0=Bx GEM c = 0 = By (30mm) + 150N (180 nm) By = -900N GEMA=0 = Q(20mm) + (-900N) (60~~) Q = 2700 N
Transcribed Image Text:Cx=0 P=150N 20 -60 30 180 B εFx =0= Cx JP=150N Dimensions in millimeters -900N = By B Bx=0 Q B. Су EFx =0=Bx GEM c = 0 = By (30mm) + 150N (180 nm) By = -900N GEMA=0 = Q(20mm) + (-900N) (60~~) Q = 2700 N
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