Using Tributary Area Principles

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$$for "Factored Load"

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$$show Load Pattern, Calculate REACTIONs

for:

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$$Beam #

$1$

Beam #

$2$

Beam #

$3$

Beam #

$5$

Girder #G

$1$

You do not have to calculate M

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f

$\_$

max.

Show all values of factored loads and show dimensions on folowing page

$($

$2$

$)$

$,$

$$which is one that will be marked.