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It is known that q = 3kN/m; F = 6-√√2kN and M=10kN m. Ignoring the weight of the frame, determine the constraint reactions at the fixed end A. F M A 3m 45° 4m

It is known that q = 3kN/m; F = 6-√√2kN and M=10kN m. Ignoring the weight of the frame, determine the constraint reactions at the fixed end A. F M A 3m 45° 4m

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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It is known that q = 3kN/m² F = 6-√√2kN and M=10kN m. Ignoring the weight of the frame, determine the constraint reactions at the fixed end A. M 3m F 45° 4m
Transcribed Image Text:It is known that q = 3kN/m² F = 6-√√2kN and M=10kN m. Ignoring the weight of the frame, determine the constraint reactions at the fixed end A. M 3m F 45° 4m
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What does the M=10 Kn.m represents? how do you call it?

why on the Ma - 10 - (6.... why it is not Ma + 10. 

Please be specific I have doubts on this last steps of solution. 

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