M$25$ HW

Problem $1$

Name:

$q,$

For the $3-$story frame from Meeting $25,$ and considering a shear connection between beams and girders, girders and columns, and finally beams and columns $($braced frame$)$ provide the following:

a$)$ Reactions, and shear and moment diagrams for typical floor interior beam. $(10$ pts$.)$

b$)$ Reactions, and shear and moment diagrams for typical floor interior girder. $(10$ pts$.)$

Consider dead load $(60$ psf$)$ plus live load $(80$ psf$),$ or use $p=140psf$ for floor load.

c$)(10$ pts$.$ extra credit$)$ Determine the ground floor column reaction for a typical interior column. Consider roof and $2$ floors. Use $p=140psf$ for floor load and $80$ psf for roof load.