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TABLE: Element Forces - Frames

Frame Station OutputCase CaseType P V2 V3

Text m Text Text Kgf Kgf Kgf

3 0 U Combination 0 -9792.84 0

3 0.5 U Combination 0 -6595.24 0

3 1 U Combination 0 -3397.64 0

3 1.5 U Combination 0 -200.04 0

3 2 U Combination 0 2997.56 0

3 2.5 U Combination 0 6195.16 0

3 3 U Combination 0 9392.76 0

3 3.5 U Combination 0 12590.36 0

3 4 U Combination 0 15787.96 0

3 4.5 U Combination 0 18985.56 0

3 5 U Combination 0 22183.16 0

4 0 U Combination 0 -26808.32 0

4 0.5 U Combination 0 -23610.72 0

4 1 U Combination 0 -20413.12 0

4 1.5 U Combination 0 -17215.52 0

4 2 U Combination 0 -14017.92 0

4 2.5 U Combination 0 -10820.32 0

4 3 U Combination 0 -7622.72 0

4 3.5 U Combination 0 -4425.12 0

4 4 U Combination 0 -1227.52 0

4 4.5 U Combination 0 1970.08 0

4 5 U Combination 0 5167.68 0

4 5.5 U Combination 0 8365.28 0

4 6 U Combination 0 11562.88 0

4 6.5 U Combination 0 14760.48 0

4 7 U Combination 0 17958.08 0

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T M2 M3 FrameElem ElemStation

Kgf-m Kgf-m Kgf-m Text m

0 0 4.657E-013 3-1 0

0 0 4097.02 3-1 0.5

0 0 6595.24 3-1 1

0 0 7494.66 3-1 1.5

0 0 6795.28 3-1 2

0 0 4497.09 3-1 2.5

0 0 600.11 3-1 3

0 0 -4895.67 3-1 3.5

0 0 -11990.25 3-1 4

0 0 -20683.63 3-1 4.5

0 0 -30975.81 3-1 5

0 0 -30975.81 4-1 0 5

0 0 -18371.05 4-1 0.5 5.5

0 0 -7365.09 4-1 1 6

0 0 2042.06 4-1 1.5 6.5

0 0 9850.42 4-1 2 7

0 0 16059.98 4-1 2.5 7.5

0 0 20670.74 4-1 3 8

0 0 23682.69 4-1 3.5 8.5

0 0 25095.85 4-1 4 9

0 0 24910.21 4-1 4.5 9.5

0 0 23125.77 4-1 5 10

0 0 19742.53 4-1 5.5 10.5

0 0 14760.48 4-1 6 11

0 0 8179.64 4-1 6.5 11.5

0 0 1.25E-011 4-1 7 12

0 2 4

-40000

-30000

-20000

-10000

0

10000

20000

30000

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6 8 10 12 14

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TABLE: Proram Control

Proram!ame Version ProLe"el License!um LicenseOS

Text Text Text Text Text

SAP2000 17.3.0 Utimate 3010!15"#2$5S2"7%%&' (e)

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LicenseSC License#T Curr$nits SteelCo%e ConcCo%e AlumCo%e

Text Text Text Text Text Text

(e) *o Kgf+ m+ C ASC 360-10 AC 318-14 AA-AS 2000

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Col%Co%e &een#ine

Text Text

AS-AS96 (e)