Truss Design

member no.

unit gravity load member force

member force due to unit wind load on hinge side 10 9 1 7 3 31 3

member force due to unit wind load on roller side

K4=B4!

!0 1" ! 14 # #! #

$1.!%&'0.(%)*&4'1.3%ww+4'1.3%wl,4

$1.!%&'0.(%l*&4'1.3%ww,4'1.3%wl+4

0.9%&&4'1.3%ww+4'1.3%wl,4

0.97&4'1.3",4'1.39+4

ma-imum factored tension  u

ma-imun factored comression %u

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member no.

1 ! 3 4 ( # 7 " 9 10 11 1! 13 14 1( 1# 17 1" 19 !0 !1 !! !3 !4 !( !# !7 !" !9

unit gravity load member force 214.43 21!.3# 210.30 2".!4 2".!4 210.30 21!.3# 214.43 14.00 14.00 1!.00 10.00 10.00 1!.00 14.00 14.00 0.00 2!.0# (.00 2!.!3 1.00 2!.(0 3.00 2!.(0 1.00 !.!3 (.00 2!.0# 0.00

member force due to unit wind load on hinge side 210.70 2"."! 2#.9( 2(.0( 2(.!9 2(.!9 2(.!9 2(.!9 (.13 (.13 (.13 (.13 7.!3 9.!9 11.3( 11.3( 0.00 2!.1! (.1( 2!.30 1.03 2!.#1 1.(# 0.00 0.00 0.00 0.00 0.00 0.00

member force due to unit wind load on roller side 2!.79 2!.79 2!.79 2!.79 2!.#( 23.#4 24.#4 2(.#( (.3( (.3( 4.!4 3.1( !.07 !.07 !.07 !.07 0.00 0.00 0.00 0.00 0.00 0.00 ".14 21.3( (.4( 21.!1 !.7" 21.14 0.00

%&

(.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#" (.#"

%)

9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3( 9.3(

ww 2ve

211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.## 211.##

%ww 've

3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3."" 3.""

%wl

29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07 29.07

$1.!%&'1.#%)*ol.!

2314.!49 2!#9.1(1 2!!4.!93 2179.434 2179.434 2!!4.!93 2!#9.1(1 2314.!!" 304."#4 304."#4 !#1.31! !17.7#0 !17.7#0 !#1.31! 304."#4 304."#4 0.000 244."(9 10".""0 24".(#0 !1.77# 2(4.440 #(.3!" 2(4.440 !1.77# 4".(#0 10".""0 244."(9 0.000

$1.!%&'0.(%)*ol.!'1.3%wwol.3'1.3%wlol.4

21"#.901 21(3.#!0 21!0.(1# 2"7.!#1 290.1!! 210!.1!1 2114.001 21!(."79 1!3.##" 1!3.##" 113.774 103.#44 1!#.971 1#0.343 193.71# 193.71# 0.000 234.3#( "3.43! 237.!!# 1#.#"# 241."9! 2(3.#37 21!."10 2(!.770 39."9! !4.#7# 210.!30 0.000

$1.!%&'0.(%)*ol.!'1.3%wwol.4'1.3%wlol.3

2(3.73# 2(!.10( 2(0.4"3 249.!14 24(.#7" 274.343 2103.0(9 2131.939 1!7.37! 1!7.37! 9".791 70.311 40.10! 3".79( 37.4"7 37.4"7 0.000 1.3!( 23.!#9 1.494 20.#(4 !.047 (7.137 23(.(37 3".9"1 19.(!! 71.477 2!9.4!! 0.000

 

0.9%&ol.!'1.3%wwol.3'1.3%wlol.4

1!1.31# 103.40# "(.(91 #7.3!! #9.309 70.4(1 71.71! 73.039 2#9.!74 2#9.!74 2##.410 2#3.7"! 2"!.""0 2103.""1 21!4.""3 21!4.""3 0.000 !1.#04 2(!.(04 !3.4#4 210.(01 !#.7"! 2104.!"9 3.13" 2(9.149 !(.##7 27.!19 !.911 0.000

0.9%&ol.!'1.3%wwol.4'1.3%wlcol.3

94.#"3 "3.103 71.("( (9.71! #0.4!0 #4."9# #9.(!3 74.!(1 270.01( 270.01( 2#3.414 2(7.11# 2#(.(0# 279.(71 293.#37 293.#37 0.000 14.4## 23(.1#4 1(.7!0 27.033 17.99( 21!#.444 7.#"3 277.499 !9.741 21#.(79 #.749 0.000

ma-imum factored tension u 1!1.31# 103.40# "(.(91 #7.3!! #9.309 70.4(1 71.71! 74.!(1 304."#4 304."#4 !#1.31! !17.7#0 !17.7#0 !#1.31! 304."#4 304."#4 0.000 !1.#04 10".""0 !3.4#4 !1.77# !#.7"! #(.3!" 7.#"3 3".9"1 4".(#0 10".""0 #.749 0.000

ma-imun factored comression %u 2314.!49 2!#9.1(1 2!!4.!93 2179.434 2179.434 2!!4.!93 2!#9.1(1 2314.!!" 270.01( 270.01( 2##.410 2#3.7"! 2"!.""0 2103.""1 21!4.""3 21!4.""3 0.000 244."(9 2(!.(04 24".(#0 210.(01 2(4.440 21!#.444 2(4.440 277.499 19.(!! 21#.(79 244."(9 0.000

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