How to solve Structural Analysis Civil Engineering

Instructions: For a typical intermediate floor $(2,3,4,$ or $5)$ do the following, $($Note: Pay attention to the detailed diagrams$).$

Compute the Dead Load as a function of length supported by a typical joist $($No$.16$K$9)$ shown in the figure $($there are $6$ joists per panel$).$ Each joist is spaced every $5$ ft$.$ and weights $10l\frac{b}{f}t.$

Compute the Dead Load as a function of length of girder between columns E$2$ and E$3.$

$\backslash$table$[[$Component$,$psf$],[$Reinforced concrete, per inch,$12\mathrm{.}5],[$Metal Deck, $20$ Gage,$2\mathrm{.}5],[$Acoustical Fiber Board,$1\mathrm{.}5],[$Electrical Installations,$15]]$

$\backslash$table$[[$Component$,$psf$],[$Windows$,$ glass, frame, and sash,$8],[$Masonry$,6$ in$,$ full grout,$59],[$Plaster$,$ per face,$5],[$Ceramic or quarry tile on $\frac{1}{2}-$in$.$ mortar bed,$16]]$

Note: The masonry wall is $4$ ft tall, and the windows are $5$ ft $10$ in $.$ tall.

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