Determine magnitue, angle of the resultant force and location of it from E, considering the structural element having a seif weight of W KN/m (Where, W=1+3). Also calculate support reactions at A and E by using equilibrium equations. 40 kN 80 kN 50 LN to to 3m 3m 5m 5m Fig-03

Database System Concepts
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ISBN:9780078022159
Author:Abraham Silberschatz Professor, Henry F. Korth, S. Sudarshan
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Determine magnitue, angle of the resultant force and location of it from E, considering
the structural element having a seif weight of W KN/m (Where, W=1+3). Also calculate
support reactions at A and E by using equilibrium equations.
40 kN
80 kN
50 LN
te tc
3m
3m
5m
5m
Fig-03
Hints: Self weight acts as uniformly distributed load throughout the length. While calculating
moments, the action of total self-weight will be considered to be working right at the mid point of
the beam.
Transcribed Image Text:Determine magnitue, angle of the resultant force and location of it from E, considering the structural element having a seif weight of W KN/m (Where, W=1+3). Also calculate support reactions at A and E by using equilibrium equations. 40 kN 80 kN 50 LN te tc 3m 3m 5m 5m Fig-03 Hints: Self weight acts as uniformly distributed load throughout the length. While calculating moments, the action of total self-weight will be considered to be working right at the mid point of the beam.
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