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F₁ A E * I I I A = 6500 mm² A=5200 mm² A= 3900 mm² The frame has the following wind loads: SET F1 F2 A(1,4,7,0) 36 45 B(2,5,8) 27 42 C(3,6,9) 33 49 Using cantilever method, determine the following: 2. Axial load of column AE, in kN. A. F2 6m B F 4.6 m C G K 7.6 m D H I A=6500 mm² 3.6 m 4.9 m

F₁ A E * I I I A = 6500 mm² A=5200 mm² A= 3900 mm² The frame has the following wind loads: SET F1 F2 A(1,4,7,0) 36 45 B(2,5,8) 27 42 C(3,6,9) 33 49 Using cantilever method, determine the following: 2. Axial load of column AE, in kN. A. F2 6m B F 4.6 m C G K 7.6 m D H I A=6500 mm² 3.6 m 4.9 m

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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F₁ F2 A B F 6m E K I I I A = 6500 mm² A=5200 mm² A = 3900 mm² The frame has the following wind loads: SET F1 F2 A(1,4,7,0) 36 45 B(2,5,8) 27 42 C(3,6,9) 33 49 Using cantilever method, determine the following: 2. Axial load of column AE, in kN. A. C 4.6 m G 7.6 m D H I A = 6500 mm² 3.6 m 4.9 m
Transcribed Image Text:F₁ F2 A B F 6m E K I I I A = 6500 mm² A=5200 mm² A = 3900 mm² The frame has the following wind loads: SET F1 F2 A(1,4,7,0) 36 45 B(2,5,8) 27 42 C(3,6,9) 33 49 Using cantilever method, determine the following: 2. Axial load of column AE, in kN. A. C 4.6 m G 7.6 m D H I A = 6500 mm² 3.6 m 4.9 m
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