F₁- F₂ A E I I A = 6500 mm² A = 5200 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: Column end moment in FJ, in kN-m. 6m B F 4.6 m C G K 水 I A# 3900 mm² 7.6 m D H I A = 6500 mm² 3.6 m 4.9 m

F₁- F₂ A E I I A = 6500 mm² A = 5200 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: Column end moment in FJ, in kN-m. 6m B F 4.6 m C G K 水 I A# 3900 mm² 7.6 m D H I A = 6500 mm² 3.6 m 4.9 m

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.4.2P

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