Give the solution the answer is given. 5. Gate AB as shown in the figure is 6 ft wide and weighs 2000 lb when submerged. It is hinged at B and restsagainst a smooth wall at A. Determine the water level h which will just cause the gate open. yw = 62.4 lb/ft³.Hint: Fleft > FRightwater8ftr=5ft45°45*5 ft5. YR(right) = 4.259 from B parralle to the gateTake EMBF₁ = 3744(h+4) lbF₂ = 33696 lbYR(left) = 5-6.67/(h+4)h> 5.32 ft10 ft6. Curve wall ABC is a quarter circle 9ft wide. Compute for the resultant force. yw = 62.4 lb/ft³6. FL= 14040 lbFy = 4007 lbFR = 14600.6 lb0 = 15.93 degwaterWaterH

Answered: Image /qna-images/answer/5ff418c7-98ed-41c9-9ddf-ee45cd444969.jpg

5. Gate AB as shown in the figure is 6 ft wide and weighs 2000 lb when submerged. It is hinged at B and rests against a smooth wall at A. Determine the water level h which will just cause the gate open. yw = 62.4 lb/ft³. Hint: Fleft > FRight water 8ft 5 ft 10 ft water 5. YR(right) = 4.259 from B parralle to the gate Take EMB F₁ = 3744(h+4) lb F₂ = 33696 lb YR(left) = 5-6.67/(h+4) h> 5.32 ft

5. Gate AB as shown in the figure is 6 ft wide and weighs 2000 lb when submerged. It is hinged at B and rests against a smooth wall at A. Determine the water level h which will just cause the gate open. yw = 62.4 lb/ft³. Hint: Fleft > FRight water 8ft 5 ft 10 ft water 5. YR(right) = 4.259 from B parralle to the gate Take EMB F₁ = 3744(h+4) lb F₂ = 33696 lb YR(left) = 5-6.67/(h+4) h> 5.32 ft

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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