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Calculate the following: 1. Calculate the reaction at D: RD = kN answer in absolute value and 3 decimal places 2. Calculate the horizontal reaction at E: Ex= Ey = kN answer in absolute value and 3 decimal places 3. Calculate the vertical reaction at E: kN answer in absolute value and 3 decimal places

Calculate the following: 1. Calculate the reaction at D: RD = kN answer in absolute value and 3 decimal places 2. Calculate the horizontal reaction at E: Ex= Ey = kN answer in absolute value and 3 decimal places 3. Calculate the vertical reaction at E: kN answer in absolute value and 3 decimal places

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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d 3 segments at Imeach 2 D 000 b a J a B b t R The given truss shown is supporting the load R = 114.7 kN on B. The truss has roller support at D and hinge at E. Given: L = 1.55 m c = 0.65 m d = 2.2 m z = 0.4 m H = 0.85 m a = 0.7 m b = 1.2 m
Transcribed Image Text:d 3 segments at Imeach 2 D 000 b a J a B b t R The given truss shown is supporting the load R = 114.7 kN on B. The truss has roller support at D and hinge at E. Given: L = 1.55 m c = 0.65 m d = 2.2 m z = 0.4 m H = 0.85 m a = 0.7 m b = 1.2 m
Calculate the following: 1. Calculate the reaction at D: RD = 2. Calculate the horizontal reaction at E: Ex = Ey = kN answer in absolute value and 3 decimal places 3. Calculate the vertical reaction at E: FD= kN answer in absolute value and 3 decimal places 4. Calculate the force on member FD: kN answer in absolute value and 3 decimal places GI = kN answer in negative if compression and 3 decimal places 5. Calculate the force on member Fl: FI = kN answer in negative if compression and 3 decimal places 6. Calculate the force on member Gl: kN answer in negative if compression and 3 decimal places
Transcribed Image Text:Calculate the following: 1. Calculate the reaction at D: RD = 2. Calculate the horizontal reaction at E: Ex = Ey = kN answer in absolute value and 3 decimal places 3. Calculate the vertical reaction at E: FD= kN answer in absolute value and 3 decimal places 4. Calculate the force on member FD: kN answer in absolute value and 3 decimal places GI = kN answer in negative if compression and 3 decimal places 5. Calculate the force on member Fl: FI = kN answer in negative if compression and 3 decimal places 6. Calculate the force on member Gl: kN answer in negative if compression and 3 decimal places
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