Members Node Force

$00-148\mathrm{.}1$ kips

$11-3190\mathrm{.}5$ kips

$23-5214\mathrm{.}4$ kips

$35-7214\mathrm{.}4$ kips

$47-9190\mathrm{.}6$ kips

$59-11148\mathrm{.}1$ kips

$60-2-119\mathrm{.}1$

$72-4-119\mathrm{.}1$

$84-6-190\mathrm{.}5$

$96-8-190\mathrm{.}5$

$108-10-119\mathrm{.}1$

$11$

$12$

$13$

$14$

$15$

$16$

$17$

$18$

$19$

$20$

Complete the table by calculating the forces for $11$th member through $20$th$.$ DIMENTIONS: Pratt Truss, $877$ feet long, $6$ spans $-146$ ft per span

$18$ feet tall, $15$ feet wide, $10$ inches deep $=0\mathrm{.}83$ ft depth of road

Cross Sectional Dimensions: Width $=10$ in Depth $=10$ in

Thickness $=\mathrm{.}5$ i$---$Members are made of A$992$ Steel

Total of $42$ members $$0\mathrm{.}4-$$$0\mathrm{.}6$ per pound Total cost of: $$196-$$$294$

Cross sectional shape: Wide Flange Beams PLEASE READ CAREFULLY AND COMPLEATE EVERYTHING