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TITL1 TORRE VENTADA_24MTITL2 QUANTA SERVICES PERU SACUNITS 1 $ 1=metric, 4=US

COMPONENTESTAB1 $ TODO - udp list goes hereESTAB2END

PROFILEFACES 3WBASE 0.45RLBAS 0.0

$ TODO:$ Remove '$' and replace '?' with appropriate$ section numbers in following PANEL blocks.

PANEL 1 HT 0.375 TW 0.45FACE DMH SPACE 4 @ 0.375 LEG 10 BR1 12 H1 14 R1 15 R2 15

PANEL 2 HT 0.375FACE @ESTAB2

PANEL 3 HT 0.375FACE DMH SPACE 4 @ 0.375 LEG 10 BR1 12 H1 14 R1 15 R2 15

PANEL 4 HT 0.375FACE DMH SPACE 8 @ 0.375 LEG 10 BR1 12 H1 14 R1 15 R2 15

PANEL 5 HT 0.375FACE DMH SPACE 8 @ 0.375 LEG 10 BR1 12 H1 14 R1 15 R2 15

PANEL 6 HT 0.375FACE DMH SPACE 8 @ 0.375 LEG 10 BR1 12 H1 14 R1 15 R2 15

PANEL 7 HT 0.375FACE DMH SPACE 8 @ 0.375 LEG 10 BR1 12 H1 14 R1 15 R2 15

PANEL 8 HT 0.375FACE DMH SPACE 8 @ 0.375 LEG 10 BR1 12 H1 14 R1 15 R2 15

PANEL 9 HT 0.375FACE DMH SPACE 8 @ 0.375 LEG 10 BR1 12 H1 14 R1 15 R2 15

$ TODO - support list goes here$ syntax:$ { COORD x y z | LEG abcd } ...

$ { PINNED | FIXED [ BUT { releases | springs } ] }$END

GUYSLIB P:GUY.LIB$ VIENTOS Z= 17.25XB 3.31 YB 5.73 ZB 0 XT 1.262 YT 0.00 ZT 20.25 NO 1 ANGL 0 TO 6 KT 1LIB 3/8EHSXB 3.31 YB 5.73 ZB 0 XT -0.631 YT 1.093 ZT 20.25 NO 1 ANGL 0 TO 6 KT 1

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LIB 3/8EHS

XB -6.00 YB 0.00 ZB 0 XT -0.631 YT 1.093 ZT 20.25 NO 1 ANGL 0 TO 6 KT 1LIB 3/8EHSXB -6.00 YB 0.00 ZB 0 XT -0.631 YT -1.093 ZT 20.25 NO 1 ANGL 0 TO 6 KT 1LIB 3/8EHS

XB 3.31 YB -5.73 ZB 0 XT -0.631 YT -1.093 ZT 20.25 NO 1 ANGL 0 TO 6 KT 1LIB 3/8EHSXB 3.31 YB -5.73 ZB 0 XT 1.262 YT 0.00 ZT 20.25 NO 1 ANGL 0 TO 6 KT 1LIB 3/8EHS

XB 3.31 YB 5.73 ZB 0 XT 0.315 YT 0.546 ZT 19.50 NO 1 ANGL 0 TO 6 KT 1LIB 3/8EHSXB -6.00 YB 0.00 ZB 0 XT -0.631 YT 0.000 ZT 19.50 NO 1 ANGL 0 TO 6 KT 1LIB 3/8EHSXB 3.31 YB -5.73 ZB 0 XT 0.315 YT -0.546 ZT 19.50 NO 1 ANGL 0 TO 6 KT 1LIB 3/8EHS

XB 3.31 YB 5.73 ZB 0 XT 0.13 YT 0.225 ZT 13.875 NO 1 ANGL 0 TO 6 KT 1LIB 3/8EHS

XB -6.00 YB 0.00 ZB 0 XT -0.26 YT 0.000 ZT 13.875 NO 1 ANGL 0 TO 6 KT 1LIB 3/8EHSXB 3.31 YB -5.73 ZB 0 XT 0.13 YT -0.225 ZT 13.875 NO 1 ANGL 0 TO 6 KT 1LIB 3/8EHS

XB 3.31 YB 5.73 ZB 0 XT 0.13 YT 0.225 ZT 6.75 NO 1 ANGL 0 TO 6 KT 1 LIB 3/8EHSXB -6.00 YB 0.00 ZB 0 XT -0.26 YT 0.000 ZT 6.75 NO 1 ANGL 0 TO 6 KT 1 LIB 3/8EHSXB 3.31 YB -5.73 ZB 0 XT 0.13 YT -0.225 ZT 6.75 NO 1 ANGL 0 TO 6 KT 1 LIB 3/8EHSEND

SECTIONS$ TODO - section list goes here$$ LIBR libr IFACT 1.0$ format of section data :$ n sname [Y|X] [CONNECT C|S|L] [BH bh] [FY fy]$ 14-JUL-91 processed from AISC data.$ 6 1$ AISC STEEL SECTIONS$ 4 25.4 25.4 1.4895 6.894757$$ 30-JUL-91 processed from AISC data.

LIBR P:US IFACT 1.0$ Montantes (LEG)10 1.5"P Y FY 240

$ Diagonales (BR1)12 ROD5/8" X FY 240

$ Horizontales (R1, R2)14 EA1.5x1.5x3/16 X FY 24015 EA1.5x1.5x3/16 X FY 240

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16 EA2.5x2.5x3/16 X FY 240

ENDEND