CSD366 2010 Portal Frames4 class exercise 4.pdf

Curtin University of Technology Department of Civil Engineering

CIVIL AND STRUCTURAL DESIGN 366: Steel Design Class Exercise 4 Portal Frames

Kerri Bland 1 Lecturer

The portal frame shown in Figure 4.1 is to be designed to resist typical Perth Region loading. Portal frame spacing = 7.8 metres Specified Roof and wall sheeting is Spandeck (0.42 BMT) Maximum wind pressure on roof = 0.9 kPa (outwards/upwards) Maximum wind pressure on wall = 0.65 kPa (outwards) or 0.8 kPa (inwards) 1. From the sheeting data provided, determine the maximum purlin and girt spacing.

Assume all sheeting spans will be continuous (ie: no single spans). 2. Using the wind data given, the purlin and girt spacing, the portal spacing and the

purlin charts given, determine the purlin and girt sizes required. 3. Calculate approximate permanent actions on the portal rafters (in kN/m). 4. Calculate approximate imposed actions on the portal rafters (in kN/m). 5. List the reasonable load case combinations that should be considered in the design

of this portal frame. Primary Load Cases: LC1 = G = Permanent Actions LC2 = Q = Imposed Actions LC3 = Wu (west – sway) 1 LC4 = Wu (west – sway) 2 (different pressure coefficients applied) LC5 = Wu (north – along bldg) 6. Using the data given for four (critical?) load cases, determine the rafter and

column members required. Assume the applied wind actions used could come equally in the opposite direction, hence all moments involving wind actions could be the mirror image of those given here.

7. Assume a second order analysis has been carried out, using the members

determined above, and that the final bending moments are the same as those given here. Using the member sizes determined in part 6, determine the optimum location of fly bracing.

21.6 m

5°

12.0 m

Figure 4.1 Not to scale

Table 2.3.1Specifications of roofing & walling profiles

6 DESIGN—DESIGN PRELIMINARIES

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267267

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24.084.0

6.42.5

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00620072

00430063

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051002

24.084.006.0

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604604604

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24.084.006.0

6.43.56.6

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24.084.0

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CUSTOM ORB 4

CUSTOM BLUE ORB 4

TRIMDEK

SPANDEK 6

KLIP-LOK 406 5

KLIP-LOK 700 (Queensland only) 5

INTEGRITY 820

LONGLINE 305 (not tapered)

IS

ESIS

ES

End spans if end lap

or expansion joint

in sheeting ESES

Singlespan

Spacing definitionsES = End span

IS = Internal spanO = Overhang

IS

IS IS

O

O

O

O

KLIP-LOK 700 HI-STRENGTH 5

56

Span (mm)

Overall purlin length =

span + 70 mm + (Lap/2)

Span (mm) Span (mm)

LapEnd span End span

Four lapped spans

Span (mm)



21051Z:napsdeppalruoF )m/Nk( 91051/21051Z:napsdeppalruoF)m/Nk( 51051Z:napsdeppalruoF )m/Nk(

NI TUO daoLrofn'lfed

051/naps


051/naps


051/naps>gnigdirB 0 3,2,1 0 1 2 3 0 3,2,1 0 1 2 3 0 1 3,2 0 1 2 3

0003napS 23.6 57.6 57.6 57.6 57.6 57.6 91.9 04.7 04.7 04.7 04.7 04.7 04.7 45.51 03.7 86.9 86.9 86.9 86.9 86.9 86.9 94.210033)mm( 00.5 17.5 17.5 17.5 17.5 17.5 58.6 28.5 71.6 71.6 71.6 71.6 71.6 75.11 18.5 59.7 59.7 59.7 59.7 59.7 59.7 13.90063 50.4 88.4 88.4 88.4 88.4 88.4 42.5 26.4 12.5 12.5 12.5 12.5 12.5 38.8 27.4 46.6 46.6 53.6 46.6 46.6 46.6 21.70093 53.3 12.4 09.3 12.4 12.4 12.4 90.4 57.3 54.4 54.4 54.4 54.4 54.4 98.6 19.3 36.5 36.5 30.5 36.5 36.5 36.5 65.50024 08.2 66.3 40.3 66.3 66.3 66.3 62.3 01.3 48.3 48.3 48.3 48.3 48.3 84.5 92.3 48.4 48.4 39.3 48.4 48.4 48.4 24.40054 73.2 91.3 04.2 91.3 91.3 91.3 36.2 06.2 43.3 03.3 43.3 43.3 43.3 34.4 08.2 02.4 02.4 70.3 02.4 02.4 02.4 85.30084 30.2 97.2 29.1 97.2 97.2 97.2 61.2 12.2 39.2 56.2 39.2 39.2 39.2 86.3 04.2 66.3 66.3 05.2 66.3 66.3 66.3 39.20015 57.1 04.2 55.1 04.2 04.2 04.2 38.1 98.1 45.2 61.2 45.2 45.2 45.2 80.3 70.2 61.3 61.3 50.2 61.3 61.3 61.3 44.20045 15.1 01.2 72.1 01.2 01.2 01.2 75.1 46.1 22.2 87.1 22.2 22.2 22.2 26.2 08.1 57.2 57.2 07.1 07.2 57.2 57.2 60.20075 23.1 48.1 50.1 08.1 48.1 48.1 53.1 34.1 59.1 84.1 59.1 59.1 59.1 42.2 75.1 24.2 24.2 14.1 03.2 24.2 24.2 67.10006 61.1 36.1 68.0 35.1 36.1 36.1 71.1 62.1 27.1 42.1 27.1 27.1 27.1 39.1 93.1 51.2 51.2 81.1 79.1 51.2 51.2 15.10036 20.1 64.1 37.0 92.1 64.1 64.1 20.1 11.1 45.1 60.1 45.1 45.1 45.1 76.1 32.1 29.1 29.1 99.0 86.1 29.1 29.1 13.10066 19.0 13.1 36.0 01.1 13.1 13.1 98.0 99.0 83.1 09.0 83.1 83.1 83.1 54.1 01.1 27.1 27.1 48.0 34.1 27.1 27.1 41.10096 18.0 81.1 45.0 49.0 81.1 81.1 87.0 88.0 52.1 87.0 52.1 52.1 52.1 72.1 89.0 55.1 55.1 27.0 02.1 55.1 55.1 00.10027 37.0 70.1 74.0 18.0 70.1 70.1 96.0 97.0 31.1 86.0 11.1 31.1 31.1 21.1 88.0 14.1 14.1 26.0 40.1 14.1 14.1 98.00057 56.0 89.0 14.0 07.0 89.0 89.0 16.0 17.0 30.1 95.0 99.0 30.1 30.1 99.0 08.0 92.1 92.1 35.0 19.0 72.1 92.1 97.00087 95.0 09.0 16.0 88.0 09.0 45.0 46.0 49.0 25.0 68.0 49.0 49.0 88.0 27.0 81.1 81.1 64.0 08.0 31.1 81.1 17.00018 35.0 28.0 45.0 97.0 28.0 94.0 85.0 78.0 54.0 67.0 78.0 78.0 97.0 66.0 80.1 80.1 04.0 17.0 10.1 80.1 36.00048 84.0 67.0 74.0 07.0 67.0 44.0 25.0 08.0 04.0 76.0 08.0 08.0 17.0 06.0 00.1 00.1 36.0 19.0 00.1 75.00078 44.0 07.0 24.0 26.0 07.0 04.0 84.0 47.0 06.0 47.0 47.0 46.0 55.0 29.0 29.0 75.0 18.0 29.0 25.00009 04.0 56.0 55.0 56.0 63.0 34.0 96.0 45.0 96.0 96.0 75.0 05.0 68.0 68.0 15.0 27.0 68.0 74.00039 56.0 15.0 56.0 33.0 14.0 86.0 05.0 86.0 86.0 35.0 74.0 48.0 58.0 64.0 56.0 38.0 34.00069 06.0 54.0 95.0 03.0 46.0 54.0 36.0 46.0 84.0 34.0 87.0 97.0 14.0 95.0 67.0 93.00099 65.0 14.0 45.0 72.0 95.0 04.0 85.0 95.0 44.0 04.0 27.0 47.0 35.0 96.0 63.0

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1.051LF

Four lapped spans

Limit state capacity tables

57

Span (mm)



Span (mm) Span (mm)


Four lapped spans

Span (mm)



42051/51051Z:napsdeppalruoF )m/Nk( 91051Z:napsdeppalruoF )m/Nk( 42051Z:napsdeppalruoF )m/Nk(NI TUO daoL

rofn'lfed051/naps

NI TUO daoLrofn'lfed051/naps

NI TUO daoLrofn'lfed051/naps>gnigdirB 0 1 3,2 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

0003napS 71.9 11.21 11.21 11.21 11.21 11.21 11.21 57.02 24.9 46.31 46.31 46.31 65.31 46.31 46.31 46.31 92.61 75.11 17.81 17.81 17.81 17.81 17.81 17.81 17.81 37.120033)mm( 20.7 97.9 97.9 97.9 97.9 97.9 97.9 44.51 93.7 12.11 12.11 12.11 16.01 12.11 12.11 12.11 41.21 79.8 97.51 97.51 97.51 98.41 97.51 97.51 97.51 02.610063 55.5 50.8 50.8 50.8 50.8 50.8 50.8 97.11 59.5 73.9 73.9 73.9 34.8 73.9 73.9 73.9 92.9 51.7 02.31 02.31 02.31 17.11 02.31 02.31 02.31 83.210093 94.4 95.6 95.6 95.6 95.6 95.6 95.6 02.9 98.4 49.7 49.7 49.7 77.6 49.7 49.7 49.7 52.7 28.5 91.11 91.11 91.11 33.9 91.11 91.11 91.11 76.90024 17.3 34.5 34.5 82.5 34.5 34.5 34.5 23.7 90.4 28.6 28.6 28.6 93.5 28.6 28.6 28.6 77.5 38.4 16.9 16.9 16.9 83.7 16.9 16.9 16.9 07.70054 11.3 65.4 65.4 82.4 65.4 65.4 65.4 39.5 74.3 29.5 29.5 29.5 92.4 29.5 29.5 29.5 76.4 60.4 43.8 43.8 43.8 87.5 43.8 43.8 43.8 22.60084 46.2 88.3 88.3 15.3 88.3 88.3 88.3 88.4 69.2 61.5 61.5 61.5 34.3 20.5 61.5 61.5 28.3 64.3 72.7 72.7 72.7 95.4 31.7 72.7 72.7 01.50015 72.2 43.3 43.3 88.2 43.3 43.3 43.3 70.4 45.2 54.4 54.4 54.4 87.2 22.4 54.4 54.4 02.3 89.2 32.6 72.6 72.6 96.3 69.5 72.6 72.6 52.40045 79.1 19.2 19.2 83.2 19.2 19.2 19.2 34.3 12.2 88.3 88.3 88.3 92.2 95.3 88.3 88.3 17.2 95.2 73.5 74.5 74.5 10.3 40.5 74.5 74.5 85.30075 27.1 65.2 65.2 49.1 65.2 65.2 65.2 39.2 39.1 04.3 14.3 14.3 88.1 70.3 14.3 14.3 23.2 62.2 86.4 18.4 18.4 84.2 92.4 18.4 18.4 50.30006 15.1 72.2 72.2 56.1 72.2 72.2 72.2 05.2 07.1 99.2 30.3 30.3 65.1 46.2 30.3 30.3 10.2 00.2 11.4 62.4 62.4 70.2 86.3 62.4 62.4 36.20036 43.1 20.2 20.2 24.1 20.2 20.2 20.2 61.2 15.1 56.2 07.2 07.2 13.1 92.2 07.2 07.2 47.1 77.1 36.3 08.3 08.3 47.1 81.3 08.3 08.3 82.20066 02.1 28.1 28.1 32.1 28.1 28.1 28.1 78.1 43.1 73.2 34.2 34.2 01.1 79.1 93.2 34.2 35.1 85.1 32.3 24.3 24.3 84.1 57.2 04.3 24.3 79.10096 70.1 46.1 46.1 70.1 46.1 46.1 46.1 36.1 02.1 21.2 91.2 91.2 49.0 17.1 11.2 91.2 43.1 24.1 98.2 90.3 90.3 62.1 73.2 00.3 90.3 27.10027 69.0 94.1 94.1 49.0 54.1 94.1 94.1 34.1 80.1 29.1 99.1 99.1 18.0 84.1 88.1 99.1 81.1 82.1 06.2 08.2 08.2 90.1 30.2 66.2 08.2 15.10057 78.0 63.1 63.1 38.0 92.1 63.1 63.1 62.1 89.0 47.1 18.1 18.1 07.0 82.1 86.1 18.1 40.1 61.1 53.2 55.2 55.2 59.0 67.1 73.2 55.2 33.10087 97.0 42.1 42.1 47.0 51.1 42.1 42.1 21.1 88.0 85.1 66.1 66.1 16.0 21.1 15.1 66.1 39.0 50.1 41.2 43.2 43.2 38.0 35.1 11.2 43.2 81.10018 27.0 41.1 41.1 66.0 30.1 41.1 41.1 00.1 08.0 44.1 25.1 25.1 35.0 89.0 63.1 25.1 38.0 69.0 59.1 51.2 51.2 37.0 33.1 09.1 51.2 50.10048 56.0 50.1 50.1 85.0 19.0 50.1 50.1 98.0 37.0 23.1 14.1 14.1 74.0 78.0 22.1 83.1 47.0 88.0 87.1 89.1 89.1 46.0 71.1 17.1 79.1 49.00078 06.0 79.0 79.0 25.0 28.0 79.0 79.0 08.0 76.0 12.1 03.1 03.1 14.0 77.0 11.1 62.1 76.0 18.0 36.1 38.1 38.1 75.0 30.1 45.1 97.1 58.00009 55.0 09.0 09.0 74.0 37.0 09.0 09.0 27.0 16.0 21.1 12.1 12.1 86.0 99.0 51.1 16.0 47.0 05.1 07.1 07.1 15.0 29.0 93.1 36.1 67.00039 25.0 09.0 09.0 44.0 76.0 09.0 09.0 76.0 75.0 80.1 81.1 02.1 26.0 39.0 11.1 65.0 07.0 54.1 46.1 96.1 74.0 38.0 92.1 65.1 07.00069 84.0 48.0 48.0 06.0 28.0 48.0 16.0 35.0 00.1 90.1 21.1 55.0 38.0 10.1 15.0 46.0 43.1 15.1 85.1 24.0 47.0 51.1 24.1 46.00099 44.0 87.0 87.0 55.0 57.0 87.0 55.0 84.0 39.0 10.1 40.1 94.0 57.0 39.0 64.0 06.0 42.1 04.1 74.1 76.0 30.1 03.1 85.000201 04.0 37.0 37.0 05.0 96.0 37.0 05.0 54.0 68.0 49.0 89.0 44.0 76.0 58.0 24.0 55.0 51.1 03.1 73.1 06.0 29.0 91.1 35.000501 86.0 86.0 64.0 36.0 86.0 64.0 14.0 08.0 78.0 19.0 04.0 16.0 87.0 93.0 15.0 70.1 02.1 92.1 45.0 38.0 90.1 84.000801 46.0 46.0 24.0 85.0 46.0 24.0 57.0 18.0 68.0 55.0 27.0 53.0 84.0 00.1 21.1 12.1 94.0 57.0 10.1 44.0

mm00021FOHTGNELYREVILEDLAMRONEHTDEECXEWOLEBSNOITCES

00111 06.0 06.0 45.0 06.0 93.0 07.0 67.0 18.0 05.0 66.0 33.0 54.0 39.0 40.1 41.1 44.0 86.0 29.0 14.000411 65.0 75.0 94.0 75.0 63.0 56.0 17.0 67.0 64.0 16.0 03.0 24.0 78.0 79.0 70.1 04.0 26.0 58.0 83.000711 35.0 45.0 54.0 45.0 33.0 16.0 66.0 27.0 24.0 65.0 82.0 18.0 19.0 10.1 75.0 87.0 53.0

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2.051LF

Four lapped spans


58

Span (mm)



Span (mm) Span (mm)


Four lapped spans

Span (mm)



51002Z:napsdeppalruoF )m/Nk( 42002/51002Z:napsdeppalruoF )m/Nk(NI TUO rofdaoL

noitcelfed051/naps

NI TUO rofdaoLnoitcelfed

051/naps>gnigdirB 0 3,2,1 0 1 2 3 0 3,2,1 0 1 3,2

0003napS 50.01 50.01 50.01 50.01 50.01 50.01 96.42 53.11 53.11 53.11 53.11 53.11 81.440033)mm( 26.8 26.8 26.8 26.8 26.8 26.8 04.81 06.9 06.9 06.9 06.9 06.9 78.230063 39.6 74.7 74.7 74.7 74.7 74.7 70.41 61.8 22.8 22.8 22.8 22.8 90.520093 76.5 35.6 35.6 35.6 35.6 35.6 99.01 55.6 11.7 11.7 11.7 11.7 85.910024 27.4 47.5 47.5 47.5 47.5 47.5 57.8 73.5 02.6 02.6 02.6 02.6 75.510054 89.3 80.5 80.5 80.5 80.5 80.5 70.7 74.4 54.5 54.5 54.5 54.5 75.210084 04.3 35.4 35.4 35.4 35.4 35.4 97.5 87.3 28.4 28.4 28.4 28.4 03.010015 29.2 50.4 96.3 50.4 50.4 50.4 18.4 42.3 03.4 03.4 03.4 03.4 45.80045 35.2 46.3 20.3 46.3 46.3 46.3 30.4 08.2 58.3 58.3 58.3 58.3 61.70075 12.2 82.3 05.2 82.3 82.3 82.3 24.3 44.2 64.3 64.3 64.3 64.3 70.60006 59.1 19.2 90.2 19.2 19.2 19.2 29.2 51.2 80.3 99.2 80.3 80.3 42.50036 37.1 06.2 67.1 06.2 06.2 06.2 15.2 09.1 57.2 85.2 57.2 57.2 55.40066 45.1 33.2 05.1 33.2 33.2 33.2 81.2 96.1 74.2 12.2 74.2 74.2 89.30096 83.1 11.2 82.1 11.2 11.2 11.2 19.1 25.1 32.2 19.1 32.2 32.2 05.30027 42.1 19.1 70.1 98.1 19.1 19.1 07.1 63.1 20.2 56.1 20.2 20.2 01.30057 31.1 47.1 39.0 76.1 47.1 47.1 35.1 32.1 48.1 44.1 48.1 48.1 57.20087 20.1 06.1 28.0 84.1 06.1 06.1 73.1 21.1 96.1 72.1 96.1 96.1 44.20018 39.0 74.1 27.0 03.1 74.1 74.1 42.1 20.1 55.1 21.1 55.1 55.1 81.20048 58.0 53.1 46.0 41.1 53.1 53.1 21.1 39.0 34.1 99.0 34.1 34.1 69.10078 87.0 52.1 75.0 10.1 52.1 52.1 20.1 58.0 23.1 88.0 23.1 23.1 67.10009 17.0 61.1 15.0 09.0 61.1 61.1 39.0 87.0 22.1 97.0 22.1 22.1 06.10039 56.0 61.1 74.0 38.0 61.1 61.1 68.0 17.0 22.1 07.0 12.1 22.1 74.10069 06.0 80.1 24.0 47.0 60.1 80.1 87.0 56.0 41.1 46.0 01.1 41.1 43.10099 65.0 00.1 76.0 79.0 00.1 17.0 06.0 60.1 85.0 00.1 60.1 22.100201 15.0 49.0 06.0 98.0 49.0 56.0 65.0 99.0 35.0 19.0 99.0 21.100501 84.0 88.0 45.0 18.0 88.0 06.0 25.0 39.0 84.0 38.0 39.0 20.100801 54.0 28.0 74.0 37.0 28.0 55.0 84.0 78.0 44.0 57.0 78.0 49.0


00111 24.0 87.0 34.0 66.0 87.0 15.0 54.0 28.0 04.0 86.0 28.0 68.000411 37.0 16.0 37.0 74.0 24.0 77.0 36.0 77.0 08.000711 96.0 55.0 96.0 44.0 37.0 75.0 37.0 37.000021 56.0 15.0 56.0 14.0 96.0 35.0 96.0 86.0


1.002LF

Four lapped spans


59

Span (mm)



Span (mm) Span (mm)


Four lapped spans

Span (mm)



91002Z:napsdeppalruoF )m/Nk( 42002Z:napsdeppalruoF )m/Nk( 91052Z:napsdeppalruoF )m/Nk(NI TUO daoL

rofn'lfed

051/naps


051/naps


051/naps>gnigdirB 0 1 3,2 0 1 2 3 0 1 2 3 0 1 2 3 0 1 3,2 0 1 2 3

0003napS 12.41 17.81 17.81 17.81 17.81 17.81 17.81 81.53 17.81 17.81 17.81 17.81 17.81 17.81 17.81 17.81 54.64 25.61 25.61 25.61 25.61 25.61 25.61 25.61 31.750033)mm( 11.11 83.61 83.61 83.61 83.61 83.61 83.61 22.62 25.41 40.71 40.71 40.71 40.71 40.71 40.71 40.71 26.43 92.41 92.41 92.41 92.41 92.41 92.41 92.41 85.240063 29.8 27.31 27.31 27.31 27.31 27.31 27.31 50.02 53.11 56.51 56.51 56.51 56.51 56.51 56.51 56.51 74.62 64.11 94.21 94.21 94.21 94.21 94.21 94.21 65.230093 13.7 36.11 36.11 36.11 36.11 36.11 36.11 66.51 01.9 74.41 74.41 74.41 74.41 74.41 74.41 74.41 86.02 63.9 10.11 10.11 10.11 10.11 10.11 10.11 34.520024 90.6 99.9 99.9 77.9 99.9 99.9 99.9 64.21 44.7 54.31 54.31 54.31 33.31 54.31 54.31 54.31 54.61 57.7 87.9 87.9 87.9 87.9 87.9 87.9 42.020054 31.5 66.8 66.8 10.8 66.8 66.8 66.8 70.01 91.6 75.21 75.21 75.21 60.11 75.21 75.21 75.21 03.31 84.6 37.8 37.8 37.8 37.8 37.8 37.8 63.610084 63.4 65.7 65.7 84.6 65.7 65.7 65.7 62.8 32.5 99.01 99.01 99.01 21.9 99.01 99.01 99.01 09.01 05.5 48.7 48.7 48.7 48.7 48.7 48.7 14.310015 37.3 25.6 25.6 01.5 25.6 25.6 25.6 58.6 64.4 84.9 84.9 84.9 04.7 84.9 84.9 84.9 50.9 07.4 70.7 70.7 87.6 70.7 70.7 70.7 31.110045 32.3 86.5 86.5 22.4 86.5 86.5 86.5 57.5 58.3 62.8 62.8 62.8 60.6 62.8 62.8 62.8 95.7 70.4 04.6 04.6 95.5 04.6 04.6 04.6 33.90075 28.2 00.5 00.5 35.3 00.5 00.5 00.5 78.4 53.3 62.7 72.7 72.7 20.5 72.7 72.7 72.7 34.6 55.3 28.5 28.5 66.4 28.5 28.5 28.5 09.70006 84.2 34.4 34.4 99.2 34.4 34.4 34.4 61.4 49.2 73.6 44.6 44.6 12.4 33.6 44.6 44.6 94.5 21.3 13.5 13.5 39.3 13.5 13.5 13.5 57.60036 02.2 59.3 59.3 55.2 59.3 59.3 59.3 85.3 06.2 36.5 57.5 57.5 55.3 35.5 57.5 57.5 37.4 67.2 68.4 68.4 43.3 68.4 68.4 68.4 18.50066 69.1 55.3 55.3 91.2 55.3 55.3 55.3 21.3 23.2 10.5 61.5 61.5 00.3 58.4 61.5 61.5 41.4 64.2 64.4 64.4 68.2 64.4 64.4 64.4 40.50096 57.1 12.3 12.3 88.1 21.3 12.3 12.3 47.2 80.2 94.4 66.4 66.4 55.2 82.4 66.4 66.4 56.3 02.2 70.4 70.4 44.2 70.4 70.4 70.4 04.40027 85.1 19.2 19.2 26.1 57.2 19.2 19.2 14.2 78.1 40.4 32.4 32.4 81.2 08.3 32.4 32.4 32.3 89.1 07.3 07.3 90.2 86.3 07.3 07.3 68.30057 34.1 56.2 56.2 04.1 24.2 56.2 56.2 41.2 96.1 56.3 68.3 68.3 88.1 83.3 68.3 68.3 78.2 97.1 73.3 73.3 18.1 22.3 73.3 73.3 04.30087 03.1 34.2 34.2 22.1 21.2 34.2 34.2 19.1 45.1 23.3 35.3 35.3 36.1 00.3 35.3 35.3 75.2 36.1 80.3 80.3 75.1 18.2 80.3 80.3 20.30018 81.1 32.2 32.2 70.1 78.1 32.2 32.2 17.1 04.1 20.3 52.3 52.3 24.1 76.2 42.3 52.3 13.2 84.1 38.2 38.2 73.1 04.2 38.2 38.2 17.20048 80.1 60.2 60.2 49.0 06.1 60.2 60.2 45.1 82.1 77.2 99.2 99.2 52.1 53.2 49.2 99.2 70.2 63.1 16.2 16.2 12.1 21.2 16.2 16.2 54.20078 99.0 19.1 19.1 38.0 34.1 19.1 19.1 93.1 71.1 45.2 77.2 77.2 01.1 80.2 76.2 77.2 68.1 42.1 24.2 24.2 60.1 98.1 24.2 24.2 32.20009 19.0 77.1 77.1 37.0 82.1 77.1 77.1 62.1 80.1 43.2 75.2 75.2 89.0 58.1 44.2 75.2 86.1 41.1 42.2 42.2 49.0 96.1 42.2 42.2 40.20039 68.0 37.1 67.1 76.0 02.1 07.1 67.1 61.1 10.1 72.2 65.2 65.2 98.0 17.1 53.2 65.2 55.1 70.1 32.2 32.2 58.0 85.1 32.2 32.2 88.10069 97.0 95.1 46.1 95.0 80.1 55.1 46.1 60.1 39.0 90.2 83.2 83.2 97.0 45.1 41.2 83.2 14.1 99.0 80.2 80.2 57.0 24.1 80.2 80.2 27.10099 37.0 84.1 35.1 35.0 89.0 14.1 35.1 79.0 78.0 49.1 12.2 22.2 17.0 83.1 69.1 22.2 92.1 29.0 49.1 49.1 76.0 82.1 88.1 49.1 85.100201 86.0 73.1 34.1 74.0 98.0 82.1 34.1 98.0 08.0 08.1 50.2 80.2 46.0 42.1 08.1 40.2 81.1 58.0 18.1 18.1 06.0 61.1 07.1 18.1 64.100501 36.0 72.1 43.1 34.0 18.0 61.1 43.1 28.0 57.0 86.1 19.1 59.1 85.0 11.1 56.1 98.1 80.1 97.0 86.1 07.1 45.0 50.1 45.1 07.1 43.100801 95.0 91.1 62.1 37.0 50.1 62.1 57.0 07.0 65.1 87.1 38.1 25.0 00.1 15.1 57.1 00.1 47.0 75.1 95.1 94.0 49.0 53.1 95.1 32.1


00111 55.0 11.1 81.1 66.0 39.0 81.1 07.0 56.0 64.1 66.1 27.1 74.0 19.0 83.1 36.1 29.0 96.0 64.1 05.1 44.0 58.0 42.1 05.1 41.100411 25.0 40.1 11.1 06.0 58.0 01.1 46.0 16.0 63.1 55.1 26.1 34.0 28.0 52.1 15.1 58.0 46.0 63.1 14.1 04.0 77.0 31.1 14.1 50.100711 84.0 79.0 50.1 55.0 97.0 20.1 06.0 75.0 72.1 64.1 35.1 57.0 51.1 14.1 87.0 06.0 72.1 33.1 07.0 40.1 33.1 79.000021 54.0 19.0 99.0 05.0 27.0 59.0 65.0 45.0 91.1 73.1 54.1 86.0 50.1 13.1 37.0 65.0 81.1 62.1 46.0 69.0 62.1 19.0


1.052/2.002LF

Four lapped spans


60

Span (mm)



Span (mm) Span (mm)


Four lapped spans

Span (mm)



Four lapped spans


42052/91052Z:napsdeppalruoF )m/Nk( 42052Z:napsdeppalruoF )m/Nk(NI TUO daoL

rofn'tcelfed051/naps

NI TUO daoLrof

n'tcelfed051/naps>gnigdirB 0 1 3,2 0 1 2 3 0 1 2 3 0 1 2 3

0003napS 27.81 27.81 27.81 27.81 27.81 27.81 27.81 04.67 17.81 17.81 17.81 17.81 17.81 17.81 17.81 17.81 08.870033)mm( 79.51 79.51 79.51 79.51 79.51 79.51 79.51 19.65 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 37.850063 77.21 97.31 97.31 97.31 97.31 97.31 97.31 05.34 02.41 56.51 56.51 56.51 56.51 56.51 56.51 56.51 09.440093 91.01 30.21 30.21 30.21 30.21 30.21 30.21 79.33 53.11 74.41 74.41 74.41 74.41 74.41 74.41 74.41 80.530024 23.8 85.01 85.01 85.01 85.01 85.01 85.01 20.72 72.9 54.31 54.31 54.31 54.31 54.31 54.31 54.31 19.720054 19.6 73.9 73.9 73.9 73.9 73.9 73.9 48.12 07.7 75.21 75.21 75.21 75.21 75.21 75.21 75.21 65.220084 28.5 53.8 53.8 53.8 53.8 53.8 53.8 09.71 84.6 08.11 08.11 08.11 08.11 08.11 08.11 08.11 05.810015 79.4 94.7 94.7 94.7 94.7 94.7 94.7 58.41 35.5 21.11 21.11 21.11 86.9 21.11 21.11 21.11 53.510045 92.4 47.6 47.6 47.6 47.6 47.6 47.6 64.21 67.4 15.01 15.01 15.01 09.7 15.01 15.01 15.01 78.210075 47.3 01.6 01.6 54.5 01.6 01.6 01.6 55.01 41.4 13.9 13.9 13.9 35.6 13.9 13.9 13.9 09.010006 82.3 45.5 45.5 06.4 45.5 45.5 45.5 10.9 36.3 62.8 62.8 62.8 74.5 62.8 62.8 62.8 13.90036 09.2 50.5 50.5 19.3 50.5 50.5 50.5 67.7 12.3 73.7 73.7 73.7 06.4 73.7 73.7 73.7 10.80066 95.2 36.4 36.4 63.3 36.4 36.4 36.4 37.6 68.2 26.6 26.6 26.6 78.3 94.6 26.6 26.6 59.60096 13.2 91.4 91.4 09.2 91.4 91.4 91.4 78.5 65.2 79.5 89.5 89.5 82.3 27.5 89.5 89.5 60.60027 80.2 08.3 08.3 35.2 08.3 08.3 08.3 61.5 03.2 63.5 24.5 24.5 08.2 50.5 24.5 24.5 23.50057 88.1 74.3 74.3 12.2 74.3 74.3 74.3 85.4 80.2 48.4 59.4 59.4 14.2 84.4 59.4 59.4 07.40087 17.1 71.3 71.3 39.1 71.3 71.3 71.3 90.4 98.1 93.4 35.4 35.4 90.2 59.3 35.4 35.4 91.40018 65.1 19.2 19.2 96.1 19.2 19.2 19.2 66.3 27.1 00.4 61.4 61.4 28.1 84.3 61.4 61.4 57.30048 24.1 96.2 96.2 94.1 16.2 96.2 96.2 03.3 75.1 66.3 48.3 48.3 95.1 70.3 48.3 48.3 83.30078 03.1 94.2 94.2 23.1 13.2 94.2 94.2 89.2 44.1 63.3 55.3 55.3 04.1 17.2 55.3 55.3 60.30009 02.1 13.2 13.2 71.1 60.2 13.2 13.2 07.2 33.1 90.3 92.3 92.3 32.1 14.2 62.3 92.3 77.20039 31.1 03.2 03.2 80.1 68.1 03.2 03.2 94.2 32.1 79.2 82.3 82.3 21.1 22.2 31.3 82.3 55.20069 40.1 41.2 41.2 69.0 86.1 41.2 41.2 72.2 41.1 47.2 50.3 50.3 00.1 99.1 58.2 50.3 33.20099 69.0 99.1 99.1 68.0 25.1 99.1 99.1 70.2 60.1 35.2 58.2 58.2 98.0 87.1 16.2 58.2 31.200201 98.0 68.1 68.1 77.0 73.1 68.1 68.1 98.1 89.0 43.2 66.2 66.2 08.0 95.1 83.2 66.2 69.100501 38.0 57.1 57.1 07.0 52.1 57.1 57.1 47.1 19.0 71.2 94.2 94.2 27.0 34.1 71.2 94.2 08.100801 77.0 46.1 46.1 36.0 41.1 46.1 46.1 06.1 58.0 20.2 43.2 43.2 56.0 82.1 79.1 43.2 56.1


00111 27.0 45.1 45.1 75.0 40.1 35.1 45.1 74.1 08.0 88.1 02.2 02.2 95.0 61.1 97.1 81.2 25.100411 76.0 54.1 54.1 25.0 59.0 04.1 54.1 63.1 47.0 57.1 70.2 80.2 35.0 50.1 36.1 20.2 04.100711 36.0 73.1 73.1 74.0 78.0 82.1 73.1 62.1 07.0 46.1 49.1 69.1 94.0 59.0 94.1 88.1 03.100021 95.0 82.1 03.1 34.0 08.0 71.1 03.1 71.1 56.0 35.1 28.1 58.1 44.0 78.0 63.1 57.1 02.1


2.052LF

SPACE GASS 10.71c - CURTIN UNIVERSITY OF TECH - FOR TEACHING PURPOSES 17 Aug 2010, 11:14 am

Load case combinations Civil & Structural Design 366 - Steel - Portal Frame Class Exercise - KLBJob: ...ercise 4 (orig files in 2007)\CSD366 2010 PORTAL FRAME CLASS EXERCISE 4Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:150, Load: None, Disp: None, Moment: 12.5, Shear: None, Axial: None, Torsion: None

X

Y

(0,0)

Materials:1 STEEL

1

2

3

4

5 6 7 8 9 10 11 12 13 14 15 16

17

18

19

20

Load cases 10-14:10 1.35G11 1.2G+1.5Q12 0.9G+LC3(smaller ww uplift loads)13 0.9G+LC4(larger ww uplift loads)14 0.9G+LC5(along building wind loads)


Load Case Combination 11 Civil & Structural Design 366 - Steel - Portal Frame Class Exercise - KLBJob: ...ercise 4 (orig files in 2007)\CSD366 2010 PORTAL FRAME CLASS EXERCISE 4Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:150, Load: None, Disp: None, Moment: 12.5, Shear: None, Axial: None, Torsion: None

X

Y

(0,0)

Materials:1 STEEL

1

2

3

4

5 6 7 8 9 10 11 12 13 14 15 16

17

18

19

20

Load cases:11 1.2G+1.5Q

-36.08-36.08

-72.05-72.05

-107.78-107.78

-143.16

-143.16

-54.62-54.62

17.5917.59

73.4473.44

112.91112.91

135.99135.99

142.65142.75135.99

142.65142.75

112.91

135.99

73.44

112.91

17.59

73.44

-54.62

17.59

-143.16

-54.62

107.78

143.16

72.05

107.78

36.08

72.05

36.08



X

Y

(0,0)

Materials:1 STEEL

1

2

3

4

5 6 7 8 9 10 11 12 13 14 15 16

17

18

19

20

Load cases:12 0.9G+LC3(smaller ww uplift loads)

184.78184.78

314.3314.3

388.97388.97

409.01409.49

409.01318.76

318.76233.31

233.31152.67

152.6776.84

76.845.8

5.8-61.92

-122.65

-61.92

-174.53

-122.65

-219.01

-174.53

-256.09

-219.01

-285.77

-256.09

-308.06

-285.77

283.91

308.06

224.5

283.91

129.84

224.5

129.84



X

Y

(0,0)

Materials:1 STEEL

1

2

3

4

5 6 7 8 9 10 11 12 13 14 15 16

17

18

19

20

Load cases:13 0.9G+LC4(larger ww uplift loads)

196.49196.49

338.11338.11

425.57425.57

459.29

459.29

319.99319.99

198.13198.13

93.6993.69

6.646.64

-63.04-63.04-116.35

-157.61

-116.35

-190.47

-157.61

-215.95

-190.47

-234.07

-215.95

-244.82-234.07

-248.2-244.82-248.21

238.79

248.2249.15

194.29

238.79

114.69

194.29

114.69



X

Y

(0,0)

Materials:1 STEEL

1

2

3

4

5 6 7 8 9 10 11 12 13 14 15 16

17

18

19

20

Load cases:14 0.9G+LC5(along building wind loads)

-27.76-27.76

-9.7

-28.01

-9.7

54.2354.23

164.27

164.2775.46

75.464.11

4.11-49.86-49.86-86.5

-86.5-105.84

-105.84-107.73-109.15 -105.84

-107.73-109.15

-86.5-105.84

-49.86-86.5

4.11-49.86

75.464.11

164.2775.46

-54.23

-164.27

9.7

-54.23

27.76

9.7

28.01

27.76

SPACE GASS 10.71c - CURTIN UNIVERSITY OF TECH - FOR TEACHING PURPOSESJob: ...xercise 4 (orig files in 2007)\CSD366 2010 PORTAL FRAME CLASS EXERCISE 4Designer: KLB Date: 17 Aug 2010, 11:28 AM Page: 1Civil & Structural Design 366 - SteelPortal Frame Class Exercise

ANALYSIS STATUS REPORT----------------------

Job name ...... CSD366 2010 PORTAL FRAME CLASS EXERCISE 4Location ...... H:\Curtin\Civil and Struct Des 366\2010\Lectures\Class exer...

Length units ......................... mSection property units ............... mmMaterial strength units .............. MPaMass density units ................... T/m^3Temperature units .................... CelsiusForce units .......................... kNMoment units ......................... kNmMass units ........................... TAcceleration units ................... g'sTranslation units .................... mmStress units ......................... MPa

Nodes ................................ 21 (32765)Members .............................. 20 (32765)Plates ............................... 0 (32765)Restrained nodes ..................... 3 (32765)Nodes with spring restraints ......... 0 (32765)Section properties ................... 2 ( 999)Material properties .................. 1 ( 999)Constrained nodes .................... 0 (32765)Member offsets ....................... 1 (32765)

Node loads ........................... 0 (32765)Prescribed node displacements ........ 0 (32765)Member concentrated loads ............ 0 (32765)Member distributed forces ............ 92 (32765)Member distributed torsions .......... 0 (32765)Thermal loads ........................ 0 (32765)Member prestress loads ............... 0 (32765)Plate pressure loads ................. 0 (32765)Self weight load cases ............... 0 ( 999)Combination load cases ............... 8 ( 999)Load cases with titles ............... 13 ( 999)Lumped masses ........................ 0 (32765)Spectral load cases .................. 0 ( 999)

Static analysis ...................... YDynamic analysis ..................... NResponse analysis .................... NBuckling analysis .................... NIll-conditioned ...................... NNon-linear convergence ............... YFrontwidth ........................... 6Total degrees of freedom ............. 59Static load cases .................... 5 ( 999)Mass load cases ...................... 0 ( 999)

NODE COORDINATES (m)----------------

X Y Z Node Coord Coord Coord

1 0.00 0.00 0.00 2 0.00 3.00 0.00 3 0.00 6.00 0.00 4 0.00 9.00 0.00 5 0.00 12.00 0.00 6 1.79 12.16 0.00 7 3.59 12.32 0.00 8 5.38 12.47 0.00 9 7.17 12.63 0.00 10 8.97 12.79 0.00 11 10.80 12.95 0.00 12 12.63 12.79 0.00 13 14.43 12.63 0.00 14 16.22 12.47 0.00 15 18.01 12.32 0.00 16 19.81 12.16 0.00 17 21.60 12.00 0.00 18 21.60 9.00 0.00 19 21.60 6.00 0.00 20 21.60 3.00 0.00 21 21.60 0.00 0.00

MEMBER DATA (deg,kNm/rad,m)----------- (F=Fixed, R=Released) (*=Cable length)

Dir Dir Dir Memb Node A Node B Memb Angle Node Axis Type Node A Node B Sec Mat Fixity Fixity Length

1 0.00 Norm 1 2 2 1 FFFFFF FFFFFF 3.000 2 0.00 Norm 2 3 2 1 FFFFFF FFFFFF 3.000 3 0.00 Norm 3 4 2 1 FFFFFF FFFFFF 3.000 4 0.00 Norm 4 5 2 1 FFFFFF FFFFFF 3.000 5 0.00 Norm 5 6 1 1 FFFFFF FFFFFF 1.800 6 0.00 Norm 6 7 1 1 FFFFFF FFFFFF 1.800 7 0.00 Norm 7 8 1 1 FFFFFF FFFFFF 1.800 8 0.00 Norm 8 9 1 1 FFFFFF FFFFFF 1.800 9 0.00 Norm 9 10 1 1 FFFFFF FFFFFF 1.800 10 0.00 Norm 10 11 1 1 FFFFFF FFFFFF 1.842 11 0.00 Norm 12 11 1 1 FFFFFF FFFFFF 1.842 12 0.00 Norm 13 12 1 1 FFFFFF FFFFFF 1.800 13 0.00 Norm 14 13 1 1 FFFFFF FFFFFF 1.800 14 0.00 Norm 15 14 1 1 FFFFFF FFFFFF 1.800 15 0.00 Norm 16 15 1 1 FFFFFF FFFFFF 1.800 16 0.00 Norm 17 16 1 1 FFFFFF FFFFFF 1.800 17 0.00 Norm 18 17 2 1 FFFFFF FFFFFF 3.000 18 0.00 Norm 19 18 2 1 FFFFFF FFFFFF 3.000 19 0.00 Norm 20 19 2 1 FFFFFF FFFFFF 3.000 20 0.00 Norm 21 20 2 1 FFFFFF FFFFFF 3.000

COMBINATION LOAD CASES----------------------

LOAD CASE TITLES----------------

LoadCase Title

1 Permanent Actions 2 Imposed Roof Actions 3 Wind Sway loads (smaller windward uplift load) 4 Wind Sway loads (larger uplift load) 5 Wind along building loads

MEMBER FORCES AND MOMENTS (kN,kNm)-------------------------

Load case 10 (Non-linear): 1.35G Non-linear effects: P-D, P-d, 3 Iterations, 100.000% Convergence

Axial Y-Axis Z-Axis X-Axis Y-Axis Z-Axis Memb Node Force Shear Shear Torsion Moment Moment

1 1 26.24 -5.69 0.00 0.00 0.00 0.00 2 26.24 -5.69 0.00 0.00 0.00 -17.16

2 2 26.24 -5.69 0.00 0.00 0.00 -17.16 3 26.24 -5.69 0.00 0.00 0.00 -34.30

3 3 26.24 -5.69 0.00 0.00 0.00 -34.30 4 26.24 -5.69 0.00 0.00 0.00 -51.38

4 4 26.24 -5.69 0.00 0.00 0.00 -51.38 5 26.24 -5.69 0.00 0.00 0.00 -68.38

5 5 7.97 25.64 0.00 0.00 0.00 -68.38 6 7.59 21.30 0.00 0.00 0.00 -26.10

6 6 7.59 21.30 0.00 0.00 0.00 -26.10 7 7.21 16.96 0.00 0.00 0.00 8.37

7 7 7.21 16.96 0.00 0.00 0.00 8.37 8 6.83 12.62 0.00 0.00 0.00 35.03

8 8 6.83 12.62 0.00 0.00 0.00 35.03 9 6.45 8.28 0.00 0.00 0.00 53.87

9 9 6.45 8.28 0.00 0.00 0.00 53.87 10 6.06 3.94 0.00 0.00 0.00 64.88



10 10 6.06 3.94 0.00 0.00 0.00 64.88 11 5.67 -0.50 0.00 0.00 0.00 68.06

11 12 6.06 3.94 0.00 0.00 0.00 64.88 11 5.67 -0.50 0.00 0.00 0.00 68.06

12 13 6.45 8.28 0.00 0.00 0.00 53.87 12 6.06 3.94 0.00 0.00 0.00 64.88

13 14 6.83 12.62 0.00 0.00 0.00 35.03 13 6.45 8.28 0.00 0.00 0.00 53.87

14 15 7.21 16.96 0.00 0.00 0.00 8.37 14 6.83 12.62 0.00 0.00 0.00 35.03

15 16 7.59 21.30 0.00 0.00 0.00 -26.10 15 7.21 16.96 0.00 0.00 0.00 8.37

16 17 7.97 25.64 0.00 0.00 0.00 -68.38 16 7.59 21.30 0.00 0.00 0.00 -26.10

17 18 26.24 5.69 0.00 0.00 0.00 51.38 17 26.24 5.69 0.00 0.00 0.00 68.38

18 19 26.24 5.69 0.00 0.00 0.00 34.30 18 26.24 5.69 0.00 0.00 0.00 51.38

19 20 26.24 5.69 0.00 0.00 0.00 17.16 19 26.24 5.69 0.00 0.00 0.00 34.30

20 21 26.24 5.69 0.00 0.00 0.00 0.00 20 26.24 5.69 0.00 0.00 0.00 17.16

Load case 11 (Non-linear): 1.2G+1.5Q Non-linear effects: P-D, P-d, 3 Iterations, 100.000% Convergence


1 1 54.92 -11.92 0.00 0.00 0.00 0.00 2 54.92 -11.92 0.00 0.00 0.00 -36.08

2 2 54.92 -11.92 0.00 0.00 0.00 -36.08 3 54.92 -11.92 0.00 0.00 0.00 -72.05

3 3 54.92 -11.92 0.00 0.00 0.00 -72.05 4 54.92 -11.92 0.00 0.00 0.00 -107.78

4 4 54.92 -11.92 0.00 0.00 0.00 -107.78 5 54.92 -11.92 0.00 0.00 0.00 -143.16

5 5 16.68 53.66 0.00 0.00 0.00 -143.16 6 15.88 44.58 0.00 0.00 0.00 -54.62

6 6 15.88 44.58 0.00 0.00 0.00 -54.62 7 15.08 35.50 0.00 0.00 0.00 17.59

7 7 15.08 35.50 0.00 0.00 0.00 17.59 8 14.28 26.41 0.00 0.00 0.00 73.44

8 8 14.28 26.41 0.00 0.00 0.00 73.44 9 13.49 17.33 0.00 0.00 0.00 112.91

9 9 13.49 17.33 0.00 0.00 0.00 112.91 10 12.69 8.25 0.00 0.00 0.00 135.99

10 10 12.69 8.25 0.00 0.00 0.00 135.99 11 11.87 -1.04 0.00 0.00 0.00 142.65

11 12 12.69 8.25 0.00 0.00 0.00 135.99 11 11.87 -1.04 0.00 0.00 0.00 142.65

12 13 13.49 17.33 0.00 0.00 0.00 112.91 12 12.69 8.25 0.00 0.00 0.00 135.99

13 14 14.28 26.41 0.00 0.00 0.00 73.44 13 13.49 17.33 0.00 0.00 0.00 112.91

14 15 15.08 35.50 0.00 0.00 0.00 17.59 14 14.28 26.41 0.00 0.00 0.00 73.44


15 16 15.88 44.58 0.00 0.00 0.00 -54.62 15 15.08 35.50 0.00 0.00 0.00 17.59

16 17 16.68 53.66 0.00 0.00 0.00 -143.16 16 15.88 44.58 0.00 0.00 0.00 -54.62

17 18 54.92 11.92 0.00 0.00 0.00 107.78 17 54.92 11.92 0.00 0.00 0.00 143.16

18 19 54.92 11.92 0.00 0.00 0.00 72.05 18 54.92 11.92 0.00 0.00 0.00 107.78

19 20 54.92 11.92 0.00 0.00 0.00 36.08 19 54.92 11.92 0.00 0.00 0.00 72.05

20 21 54.92 11.92 0.00 0.00 0.00 0.00 20 54.92 11.92 0.00 0.00 0.00 36.08

Load case 12 (Non-linear): 0.9G+LC3(smaller ww uplift loads) Non-linear effects: P-D, P-d, 3 Iterations, 99.999% Convergence


1 1 -51.48 72.34 0.00 0.00 0.00 0.00 2 -51.48 53.74 0.00 0.00 0.00 184.78

2 2 -51.48 53.74 0.00 0.00 0.00 184.78 3 -51.48 35.14 0.00 0.00 0.00 314.30

3 3 -51.48 35.14 0.00 0.00 0.00 314.30 4 -51.48 16.54 0.00 0.00 0.00 388.97

4 4 -51.48 16.54 0.00 0.00 0.00 388.97 5 -51.48 -2.06 0.00 0.00 0.00 409.01

5 5 -2.46 -51.46 0.00 0.00 0.00 409.01 6 -2.23 -48.80 0.00 0.00 0.00 318.76

6 6 -2.23 -48.80 0.00 0.00 0.00 318.76 7 -1.99 -46.13 0.00 0.00 0.00 233.31

7 7 -1.99 -46.13 0.00 0.00 0.00 233.31 8 -1.76 -43.47 0.00 0.00 0.00 152.67

8 8 -1.76 -43.47 0.00 0.00 0.00 152.67 9 -1.52 -40.80 0.00 0.00 0.00 76.84

9 9 -1.52 -40.80 0.00 0.00 0.00 76.84 10 -1.29 -38.14 0.00 0.00 0.00 5.80

10 10 -1.29 -38.14 0.00 0.00 0.00 5.80 11 -1.05 -35.41 0.00 0.00 0.00 -61.92

11 12 4.78 30.86 0.00 0.00 0.00 -122.65 11 5.15 35.05 0.00 0.00 0.00 -61.92

12 13 4.42 26.76 0.00 0.00 0.00 -174.53 12 4.78 30.86 0.00 0.00 0.00 -122.65

13 14 4.06 22.66 0.00 0.00 0.00 -219.01 13 4.42 26.76 0.00 0.00 0.00 -174.53

14 15 3.70 18.56 0.00 0.00 0.00 -256.09 14 4.06 22.66 0.00 0.00 0.00 -219.01

15 16 3.34 14.46 0.00 0.00 0.00 -285.77 15 3.70 18.56 0.00 0.00 0.00 -256.09

16 17 2.98 10.36 0.00 0.00 0.00 -308.06 16 3.34 14.46 0.00 0.00 0.00 -285.77

17 18 10.58 13.76 0.00 0.00 0.00 283.91 17 10.58 2.06 0.00 0.00 0.00 308.06

18 19 10.58 25.46 0.00 0.00 0.00 224.50 18 10.58 13.76 0.00 0.00 0.00 283.91

19 20 10.58 37.16 0.00 0.00 0.00 129.84 19 10.58 25.46 0.00 0.00 0.00 224.50



20 21 10.58 48.86 0.00 0.00 0.00 0.00 20 10.58 37.16 0.00 0.00 0.00 129.84

Load case 13 (Non-linear): 0.9G+LC4(larger ww uplift loads) Non-linear effects: P-D, P-d, 3 Iterations, 100.000% Convergence


1 1 -82.75 77.11 0.00 0.00 0.00 0.00 2 -82.75 58.51 0.00 0.00 0.00 196.49

2 2 -82.75 58.51 0.00 0.00 0.00 196.49 3 -82.75 39.91 0.00 0.00 0.00 338.11

3 3 -82.75 39.91 0.00 0.00 0.00 338.11 4 -82.75 21.31 0.00 0.00 0.00 425.57

4 4 -82.75 21.31 0.00 0.00 0.00 425.57 5 -82.75 2.71 0.00 0.00 0.00 459.29

5 5 -9.95 -82.20 0.00 0.00 0.00 459.29 6 -9.10 -72.54 0.00 0.00 0.00 319.99

6 6 -9.10 -72.54 0.00 0.00 0.00 319.99 7 -8.25 -62.88 0.00 0.00 0.00 198.13

7 7 -8.25 -62.88 0.00 0.00 0.00 198.13 8 -7.40 -53.22 0.00 0.00 0.00 93.69

8 8 -7.40 -53.22 0.00 0.00 0.00 93.69 9 -6.55 -43.57 0.00 0.00 0.00 6.64

9 9 -6.55 -43.57 0.00 0.00 0.00 6.64 10 -5.70 -33.91 0.00 0.00 0.00 -63.04

10 10 -5.70 -33.91 0.00 0.00 0.00 -63.04 11 -4.83 -24.03 0.00 0.00 0.00 -116.35

11 12 -0.93 20.31 0.00 0.00 0.00 -157.61 11 -0.56 24.50 0.00 0.00 0.00 -116.35

12 13 -1.29 16.21 0.00 0.00 0.00 -190.47 12 -0.93 20.31 0.00 0.00 0.00 -157.61

13 14 -1.65 12.11 0.00 0.00 0.00 -215.95 13 -1.29 16.21 0.00 0.00 0.00 -190.47

14 15 -2.01 8.01 0.00 0.00 0.00 -234.07 14 -1.65 12.11 0.00 0.00 0.00 -215.95

15 16 -2.37 3.91 0.00 0.00 0.00 -244.82 15 -2.01 8.01 0.00 0.00 0.00 -234.07

16 17 -2.74 -0.19 0.00 0.00 0.00 -248.20 16 -2.37 3.91 0.00 0.00 0.00 -244.82

17 18 -0.43 8.99 0.00 0.00 0.00 238.79 17 -0.43 -2.71 0.00 0.00 0.00 248.20

18 19 -0.43 20.69 0.00 0.00 0.00 194.29 18 -0.43 8.99 0.00 0.00 0.00 238.79

19 20 -0.43 32.39 0.00 0.00 0.00 114.69 19 -0.43 20.69 0.00 0.00 0.00 194.29

20 21 -0.43 44.09 0.00 0.00 0.00 0.00 20 -0.43 32.39 0.00 0.00 0.00 114.69

Load case 14 (Non-linear): 0.9G+LC5(along building wind loads) Non-linear effects: P-D, P-d, 3 Iterations, 100.000% Convergence


1 1 -58.40 -16.90 0.00 0.00 0.00 0.00 2 -58.40 -1.60 0.00 0.00 0.00 -27.76

2 2 -58.40 -1.60 0.00 0.00 0.00 -27.76 3 -58.40 13.70 0.00 0.00 0.00 -9.70


3 3 -58.40 13.70 0.00 0.00 0.00 -9.70 4 -58.40 29.00 0.00 0.00 0.00 54.23

4 4 -58.40 29.00 0.00 0.00 0.00 54.23 5 -58.40 44.30 0.00 0.00 0.00 164.27

5 5 -49.25 -54.29 0.00 0.00 0.00 164.27 6 -48.40 -44.63 0.00 0.00 0.00 75.46

6 6 -48.40 -44.63 0.00 0.00 0.00 75.46 7 -47.55 -34.97 0.00 0.00 0.00 4.11

7 7 -47.55 -34.97 0.00 0.00 0.00 4.11 8 -46.70 -25.32 0.00 0.00 0.00 -49.86

8 8 -46.70 -25.32 0.00 0.00 0.00 -49.86 9 -45.85 -15.66 0.00 0.00 0.00 -86.50

9 9 -45.85 -15.66 0.00 0.00 0.00 -86.50 10 -45.00 -6.00 0.00 0.00 0.00 -105.84

10 10 -45.00 -6.00 0.00 0.00 0.00 -105.84 11 -44.13 3.88 0.00 0.00 0.00 -107.73

11 12 -45.00 -6.00 0.00 0.00 0.00 -105.84 11 -44.13 3.88 0.00 0.00 0.00 -107.73

12 13 -45.85 -15.66 0.00 0.00 0.00 -86.50 12 -45.00 -6.00 0.00 0.00 0.00 -105.84

13 14 -46.70 -25.32 0.00 0.00 0.00 -49.86 13 -45.85 -15.66 0.00 0.00 0.00 -86.50

14 15 -47.55 -34.97 0.00 0.00 0.00 4.11 14 -46.70 -25.32 0.00 0.00 0.00 -49.86

15 16 -48.40 -44.63 0.00 0.00 0.00 75.46 15 -47.55 -34.97 0.00 0.00 0.00 4.11

16 17 -49.25 -54.29 0.00 0.00 0.00 164.27 16 -48.40 -44.63 0.00 0.00 0.00 75.46

17 18 -58.40 -29.00 0.00 0.00 0.00 -54.23 17 -58.40 -44.30 0.00 0.00 0.00 -164.27

18 19 -58.40 -13.70 0.00 0.00 0.00 9.70 18 -58.40 -29.00 0.00 0.00 0.00 -54.23

19 20 -58.40 1.60 0.00 0.00 0.00 27.76 19 -58.40 -13.70 0.00 0.00 0.00 9.70

20 21 -58.40 16.90 0.00 0.00 0.00 0.00 20 -58.40 1.60 0.00 0.00 0.00 27.76

NODE REACTIONS (kN,kNm)--------------

Load case 10 (Non-linear): 1.35G Non-linear effects: P-D, P-d, 3 Iterations, 100.000% Convergence

X-Axis Y-Axis Z-Axis X-Axis Y-Axis Z-Axis Node Force Force Force Moment Moment Moment

1 5.69 26.24 0.00 0.00 0.00 0.00 21 -5.69 26.24 0.00 0.00 0.00 0.00

Load 0.00 -52.49 0.00 0.00 0.00 0.00 Reac 0.00 52.49 0.00 0.00 0.00 0.00

Frame 1.128E-13 0.000E+00 0.000E+00Nodes 8.979E-13 1.975E-12 0.000E+00 0.000E+00 0.000E+00 1.819E-12

Load case 11 (Non-linear): 1.2G+1.5Q Non-linear effects: P-D, P-d, 3 Iterations, 100.000% Convergence


1 11.92 54.92 0.00 0.00 0.00 0.00



21 -11.92 54.92 0.00 0.00 0.00 0.00

Load 0.00 -109.84 0.00 0.00 0.00 0.00 Reac 0.00 109.84 0.00 0.00 0.00 0.00

Frame 4.370E-13 0.000E+00 0.000E+00Nodes 1.023E-12 5.510E-12 0.000E+00 0.000E+00 0.000E+00 1.933E-12

Load case 12 (Non-linear): 0.9G+LC3(smaller ww uplift loads) Non-linear effects: P-D, P-d, 3 Iterations, 99.999% Convergence


1 -72.34 -51.48 0.00 0.00 0.00 0.00 21 -48.86 10.58 0.00 0.00 0.00 0.00

Load 121.20 40.90 0.00 0.00 0.00 0.00 Reac -121.20 -40.90 0.00 0.00 0.00 0.00

Frame 0.000E+00 0.000E+00 0.000E+00Nodes 7.239E-11 6.672E-12 0.000E+00 0.000E+00 0.000E+00 4.064E-12

Load case 13 (Non-linear): 0.9G+LC4(larger ww uplift loads) Non-linear effects: P-D, P-d, 3 Iterations, 100.000% Convergence


1 -77.11 -82.75 0.00 0.00 0.00 0.00 21 -44.09 -0.43 0.00 0.00 0.00 0.00

Load 121.20 83.18 0.00 0.00 0.00 0.00 Reac -121.20 -83.18 0.00 0.00 0.00 0.00

Frame 0.000E+00 0.000E+00 0.000E+00Nodes 1.167E-10 8.532E-12 0.000E+00 0.000E+00 0.000E+00 3.979E-12

Load case 14 (Non-linear): 0.9G+LC5(along building wind loads) Non-linear effects: P-D, P-d, 3 Iterations, 100.000% Convergence


1 16.90 -58.40 0.00 0.00 0.00 0.00 21 -16.90 -58.40 0.00 0.00 0.00 0.00

Load 0.00 116.79 0.00 0.00 0.00 0.00 Reac 0.00 -116.79 0.00 0.00 0.00 0.00

Frame -1.172E-13 0.000E+00 0.000E+00Nodes 8.384E-13 1.725E-12 0.000E+00 0.000E+00 0.000E+00 3.482E-12

CSD366 2010 Portal Frames4 class exercise 4.pdf

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Transcript of CSD366 2010 Portal Frames4 class exercise 4.pdf