$\backslash$table$[[$Properties$],[$Columns$,$W$10$X$49,,],[$Beam at EL$.6$ m$,$W$12$x$35,,],[$Top Chord,W$6$X$20,,],[$Bott$.$ Chord,Double Ang,fe $4"$X$4"$X$1/4",],[$Bracings$,$Angle $4^{\text{'}\text{'}}4,\frac{1}{4^{\text{'}\text{'}}},$TRUSS Members$],[$Load:$],[$DL$,$Self weight,,$],[\frac{?}{\text{b}\text{a}\text{r}}(w1),25,k\frac{N}{m}$