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

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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Question

F₁-
F₂
A
B
F
6 m
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.
C
4.6 m
G
K
I
A# 3900 mm²
7.6 m
D
H
I
A = 6500 mm²
3.6 m
4.9 m

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