Recent content by YNH

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    Engineering Statics problem (Simple first year): Calculate the internal forces for this structure

    I have now checked my signs for the equation of moments balance and have now the equation [M][/3]+1.2*x*(x/2)+5.7*1.8+(-5.7)*3.6-0.7425*x can you point out what is wrong and also our equation for the shear force is also wrong what is wrong there? And i like to thank you for your help
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    Engineering Statics problem (Simple first year): Calculate the internal forces for this structure

    I didn't mean to be disrespectful in my previous answer so I apologize but shouldn't the horizontal reaction force in A be -5.7.
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    Engineering Statics problem (Simple first year): Calculate the internal forces for this structure

    I think the problem lies with the vertical reaction force is not the same because that is the only difference. But I calculated the reaction forces correctly and got the same result as my teacher.
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    Engineering Statics problem (Simple first year): Calculate the internal forces for this structure

    Second off all, the two vertical reaction forces are not the same, is that the problem?
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    Engineering Statics problem (Simple first year): Calculate the internal forces for this structure

    I'm not sure what you mean my first language is not English. Shouldn't I just use the equilibrium equations that I have done? There are no more forces that I can plus or minus with. So I don't really know what I'm doing wrong.
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    Engineering Statics problem (Simple first year): Calculate the internal forces for this structure

    I have looked through the results and signs but can't see the error still getting the same result.
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    Engineering Statics problem (Simple first year): Calculate the internal forces for this structure

    I need to calculate the internal forces M3, V3, and N3 for a specific section of a structural system. The known reaction forces are: R_AH = -5.7 kN R_AV = 0.7425 kN R_CV = 5.02 kN Two different sections have been analyzed: one on the left side of the cut (my choice) and one on the right side...