You will approximately analyze the braced frame pictured below under lateral loading.

As the first page of your solution packet, please provide the final answers in the following format $($all answers in kips and $ft)$:

First reproduce and fill out the following table $($forces in kips, following the appropriate sign convention$)$:

$\backslash$table$[[$Column$,\backslash$table$[[$Axial$],[$Force$]],$Brace,$\backslash$table$[[$Axial$],[$Force$]],$Reaction,Force$],[5,,11,,$Ax$,],[6,,12,,$Ay$,],[7,,13,,$Bx$,],[8,,14,,$By$,],[9,,15,,$Cx$,],[10,,16,,$Cy$,],[,,17,,,],[,,18,,,]]$

The braced frame, showing the lateral loading, is as follows:

Bays are ${25}^{\text{'}}$ wide and stories are $11ft$ tall. Assume the that the chevron braces are non$-$slender, a

You will approximately analyze the braced frame pictured below under lateral loading.

As the first page of your solution packet, please provide the final answers in the following format $($all answers in kips and $ft)$:

First reproduce and fill out the following table $($forces in kips, following the appropriate sign convention$)$:

$\backslash$table$[[$Column$,\backslash$table$[[$Axial$],[$Force$]],$Brace,$\backslash$table$[[$Axial$],[$Force$]],$Reaction,Force$],[5,,11,,$Ax$,],[6,,12,,$Ay$,],[7,,13,,$Bx$,],[8,,14,,$By$,],[9,,15,,$Cx$,],[10,,16,,$Cy$,],[,,17,,,],[,,18,,,]]$nd the cross braces are slender.

First reproduce and fill out the following table $($forces in kips, following the appropriate sign convention$)$:

$\backslash$table$[[$Column Axial Force,Brace,Axial Force,Reaction,Force$],[5,11,$Ax$,,],[6,12,$Ay$,,],[7,13,$Bx$,,],[8,14,$By$,,],[9,15,$Cx$,,],[10,16,$Cy$,,],[,17,,,],[,18,,,]]$

Then, in the rest of your calculation packet, provide all your calculations to substantiate your answers.

The braced frame, showing the lateral loading, is as follows:

Bays are ${25}^{\text{'}}$ wide and stories are $11ft$ tall. Assume the that the chevron braces are non$-$slender, and the cross braces are slender.