smr101
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How do I determine the support reactions at A & E in this example?
Help is much appreciated.
Help is much appreciated.
The discussion revolves around determining support reactions at points A and E in a structural analysis problem. Participants explore the application of static equilibrium equations to solve for these reactions, addressing issues related to sign conventions and the correctness of their calculations.
Participants express differing views on the correctness of their signs and calculations, with no consensus reached on the proper approach to establishing sign conventions or resolving the discrepancies in their results.
Participants mention the need for a consistent sign convention and the potential for incorrect signs if such conventions are not established. There are unresolved aspects regarding the assumptions made in the calculations and the specific definitions of positive directions.
SteamKing said:Have you tried writing equations of static equilibrium for this frame?
SteamKing said:Have you written equations of static equilibrium for any structure before?
This indicates that the direction in which you assumed the reactions are acting is opposite of the direction in which they act.smr101 said:Right I've worked it out.
I've got E vertical as 50kN.
A horizontal as -30kN, vertical as -50kN.
Only problem is the answers have them listed as these values but I have all of the signs wrong.
SteamKing said:This indicates that the direction in which you assumed the reactions are acting is opposite of the direction in which they act.
∑M = (10 x 3) + (20 x 6) - (E x 3)