M kN-m ソー16m。 M= 1000 kN -m d: 36 ° y Find: T= Nオ kN Ax ニ A Ay: EN る の

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Can you help me with this, please show complete clear solution and fbd A vertical pole ABC is supported by hinge at A and wire at B. If a moment is applied at C, calculate the reactions at A and the tension in the wire
M kN-m
y= 1.6m,
M= 1000 kN -m
f = 36 °
Find: T'
Ax
kN
%3D
A
KN
Transcribed Image Text:M kN-m y= 1.6m, M= 1000 kN -m f = 36 ° Find: T' Ax kN %3D A KN
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