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The rectangular plate shown weighs 93 lb and is held in the position shown by hinges at A and B and by cable EF. Assuming that the hinge at B does not exert any axial thrust and no couples exerted on both A and B, determine (a) the tension in the cable, (b) the reactions at A and B.

The rectangular plate shown weighs 93 lb and is held in the position shown by hinges at A and B and by cable EF. Assuming that the hinge at B does not exert any axial thrust and no couples exerted on both A and B, determine (a) the tension in the cable, (b) the reactions at A and B.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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The rectangular plate shown weighs 93 lb and is held in the position shown by hinges at A and B and by cable EF. Assuming that the hinge at B does not exert any axial thrust and no couples exerted on both A and B, determine (a) the tension in the cable, (b) the reactions at A and B. y Solution: 12 in. 30 in. H 4 in. E 8 in. B 4 in. 25 in. 20 in. X
Transcribed Image Text:The rectangular plate shown weighs 93 lb and is held in the position shown by hinges at A and B and by cable EF. Assuming that the hinge at B does not exert any axial thrust and no couples exerted on both A and B, determine (a) the tension in the cable, (b) the reactions at A and B. y Solution: 12 in. 30 in. H 4 in. E 8 in. B 4 in. 25 in. 20 in. X
Determination of arms for all forces, taking point A as rotating point: 1. TAA = 2. TAB = 3. TAE = 4. TAW = 1. MA= 2. MB = i + 3. MAE = 4. MAG = I+ i + i + + + ◆ i+ + Determination of moments about A for each force: TEFİ + + + k (in); + k (in); k (in); k (in); k (lb-in); ♦ j+ TEFJ+ k (lb-in); ◆ k (lb-in); TEFK (Ib-in); Time left 1:37:21
Transcribed Image Text:Determination of arms for all forces, taking point A as rotating point: 1. TAA = 2. TAB = 3. TAE = 4. TAW = 1. MA= 2. MB = i + 3. MAE = 4. MAG = I+ i + i + + + ◆ i+ + Determination of moments about A for each force: TEFİ + + + k (in); + k (in); k (in); k (in); k (lb-in); ♦ j+ TEFJ+ k (lb-in); ◆ k (lb-in); TEFK (Ib-in); Time left 1:37:21
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