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a kN C F cm b kN E H dm e m e m em Complete Solution. Thank you! I'll rate asap. Given: a = 31.8 kN, b = 40.9 kN, c = 3.8 m, d = 4.4m, e = 4.5m Instructions: 3 Decimal Places %3D %3D Questions: a. Using portal method, calculate for the shear force at member FE in kN. b. Using portal method, calculate for the shear force in kN at member ED. c. Using portap method, calculate for the shear force in kN at member FC. d. Using portal method, calculate for the moment at A in kN-m. e. Calculate for the moment in kN-m at member KH in kN-m at joint K.

a kN C F cm b kN E H dm e m e m em Complete Solution. Thank you! I'll rate asap. Given: a = 31.8 kN, b = 40.9 kN, c = 3.8 m, d = 4.4m, e = 4.5m Instructions: 3 Decimal Places %3D %3D Questions: a. Using portal method, calculate for the shear force at member FE in kN. b. Using portal method, calculate for the shear force in kN at member ED. c. Using portap method, calculate for the shear force in kN at member FC. d. Using portal method, calculate for the moment at A in kN-m. e. Calculate for the moment in kN-m at member KH in kN-m at joint K.

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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a kN C F cm b kN E H dm e m e m em Complete Solution. Thank you! I'll rate asap. Given: a = 31.8 kN, b = 40.9 kN, c = 3.8 m, d = 4.4m, e = 4.5m Instructions: 3 Decimal Places %3D %3D Questions: a. Using portal method, calculate for the shear force at member FE in kN. b. Using portal method, calculate for the shear force in kN at member ED. c. Using portap method, calculate for the shear force in kN at member FC. d. Using portal method, calculate for the moment at A in kN-m. e. Calculate for the moment in kN-m at member KH in kN-m at joint K.
Transcribed Image Text:a kN C F cm b kN E H dm e m e m em Complete Solution. Thank you! I'll rate asap. Given: a = 31.8 kN, b = 40.9 kN, c = 3.8 m, d = 4.4m, e = 4.5m Instructions: 3 Decimal Places %3D %3D Questions: a. Using portal method, calculate for the shear force at member FE in kN. b. Using portal method, calculate for the shear force in kN at member ED. c. Using portap method, calculate for the shear force in kN at member FC. d. Using portal method, calculate for the moment at A in kN-m. e. Calculate for the moment in kN-m at member KH in kN-m at joint K.
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