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CP083-B 1

CP083-B

ZKH 14-Mar-14 YYS26-Mar-2014 11:21CP083-B.std

Print Time/Date: 22/04/2014 14:53 Print Run 1 of 540STAAD.Pro V8i (SELECTseries 2) 20.07.07.19

Job Information Engineer Checked Approved

Name: ZKH YYS RSJDate: 14-Mar-14Structure Type SPACE FRAME

Number of Nodes 110 Highest Node 111

Number of Elements 115 Highest Beam 116

Number of Basic Load Cases 5

Num ber of Com binat ion Load Cases 6

Included in this printout are data for:All The Whole Structure

Included in this printout are results for load cases:Type L/C Name

Primary 1 DL

Primary 2 PL

Primary 3 LLPrimary 4 WU

Primary 5 WW

Combination 6 1.4DL+1.2PLCombination 7 1.4DL+1.6LLCombination 8 1.4DL+1.4WUCombination 9 1.0DL+1.4WWCombination 10 1.2DL+1.2PL+1.2LL+1.2WUCombination 11 1.2DL+1.2PL+1.2LL+1.2WW

NodesNode X

(m)

Y

(m)

Z

(m)

1 -21.93 3.31 0.152 -21.93 3.31 0.613 -21.93 3.31 -0.314 -21.93 3.31 -0.775 -21.93 3.31 -1.246 -21.93 3.31 -1.707 -5.09 5.50 0.158 -5.09 5.50 0.619 -5.09 5.50 -0.3110 -5.09 5.50 -0.7711 -5.09 5.50 -1.2412 -5.09 5.50 -1.70

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CP083-B 2

CP083-B

ZKH 14-Mar-14 YYS26-Mar-2014 11:21CP083-B.std

Print Time/Date: 22/04/2014 14:53 Print Run 2 of 540STAAD.Pro V8i (SELECTseries 2) 20.07.07.19

Nodes Cont...Node X

(m)

Y

(m)

Z

(m)

13 -5.49 5.40 0.6114 -5.90 5.30 0.6115 -6.30 5.20 0.6116 -6.71 5.10 0.6117 -7.11 5.00 0.6118 -7.51 4.91 0.6119 -5.49 5.40 -1.7020 -5.90 5.30 -1.7021 -6.30 5.20 -1.7022 -6.71 5.10 -1.7023 -7.11 5.00 -1.7024 -7.51 4.91 -1.7025 -7.93 4.95 -1.7026 -8.34 4.99 -1.7027 -8.75 5.04 -1.7028 -9.16 5.08 -1.7029 -9.58 5.12 -1.7030 -9.99 5.16 -1.7031 -7.93 4.95 0.6132 -8.34 4.99 0.6133 -8.75 5.04 0.6134 -9.16 5.08 0.6135 -9.58 5.12 0.6136 -9.99 5.16 0.6137 -11.90 4.33 -1.7038 -12.28 4.16 -1.7039 -11.52 4.50 -1.7040 -11.14 4.66 -1.7041 -10.75 4.83 -1.7042 -10.37 5.00 -1.7043 -11.90 4.33 0.6144 -12.28 4.16 0.6145 -11.52 4.50 0.6146 -11.14 4.66 0.6147 -10.75 4.83 0.6148 -10.37 5.00 0.6149 -15.67 4.17 -1.7050 -16.35 4.17 -1.7051 -15.00 4.17 -1.7052 -14.32 4.17 -1.7053 -13.64 4.17 -1.7054 -12.96 4.17 -1.7055 -15.67 4.17 0.6156 -16.35 4.17 0.6157 -15.00 4.17 0.61

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CP083-B 3

CP083-B

ZKH 14-Mar-14 YYS26-Mar-2014 11:21CP083-B.std

Print Time/Date: 22/04/2014 14:53 Print Run 3 of 540STAAD.Pro V8i (SELECTseries 2) 20.07.07.19

Nodes Cont...Node X

(m)

Y

(m)

Z

(m)

58 -14.32 4.17 0.6159 -13.64 4.17 0.6160 -12.96 4.17 0.6161 -18.25 3.34 -1.7062 -18.64 3.18 -1.7063 -17.87 3.51 -1.7064 -17.49 3.67 -1.7065 -17.11 3.84 -1.7066 -16.73 4.01 -1.7067 -18.25 3.34 0.6168 -18.64 3.18 0.6169 -17.87 3.51 0.6170 -17.49 3.67 0.6171 -17.11 3.84 0.6172 -16.73 4.01 0.6173 -19.18 3.20 -1.7074 -19.73 3.22 -1.7075 -20.28 3.24 -1.7076 -20.83 3.26 -1.7077 -21.38 3.28 -1.7078 -19.18 3.20 0.6179 -19.73 3.22 0.6180 -20.28 3.24 0.6181 -20.83 3.26 0.6182 -21.38 3.28 0.6183 -9.97 5.04 0.1684 -9.96 4.98 -0.3185 -9.96 4.98 -0.7886 -9.97 5.04 -1.2587 -16.33 4.05 0.1688 -16.32 3.99 -0.3189 -16.32 3.99 -0.7890 -16.33 4.05 -1.2591 -16.91 2.49 0.6192 -4.91 4.36 0.6193 -7.37 3.98 0.6194 -12.14 3.24 0.6195 -18.51 2.40 0.6196 -21.69 1.75 0.6197 -15.31 2.74 0.6198 -10.54 3.48 0.6199 -8.95 3.73 0.61

100 -5.77 4.23 0.61102 -16.91 2.49 -1.70103 -4.91 4.36 -1.70

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CP083-B 4

CP083-B

ZKH 14-Mar-14 YYS26-Mar-2014 11:21CP083-B.std

Print Time/Date: 22/04/2014 14:53 Print Run 4 of 540STAAD.Pro V8i (SELECTseries 2) 20.07.07.19

Nodes Cont...Node X

(m)

Y

(m)

Z

(m)

104 -7.37 3.98 -1.70105 -12.14 3.24 -1.70106 -18.49 2.25 -1.70107 -21.69 1.75 -1.70108 -15.31 2.74 -1.70109 -10.54 3.48 -1.70110 -8.95 3.73 -1.70111 -5.77 4.23 -1.70

BeamsBeam Node A Node B Length

(m)

Property

(degrees)

1 1 2 0.46 2 02 3 1 0.46 2 03 4 3 0.46 2 04 5 4 0.46 2 05 6 5 0.46 2 06 7 8 0.46 2 07 9 7 0.46 2 08 10 9 0.46 2 09 11 10 0.46 2 010 12 11 0.46 2 011 13 8 0.42 2 012 14 13 0.42 2 013 15 14 0.42 2 014 16 15 0.42 2 015 17 16 0.42 2 016 18 17 0.42 2 017 19 12 0.42 2 018 20 19 0.42 2 019 21 20 0.42 2 020 22 21 0.42 2 021 23 22 0.42 2 022 24 23 0.42 2 023 25 24 0.41 2 024 26 25 0.41 2 025 27 26 0.41 2 026 28 27 0.41 2 027 29 28 0.41 2 028 30 29 0.41 2 029 31 18 0.41 2 030 32 31 0.41 2 031 33 32 0.41 2 0

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CP083-B 5

CP083-B

ZKH 14-Mar-14 YYS26-Mar-2014 11:21CP083-B.std

Print Time/Date: 22/04/2014 14:53 Print Run 5 of 540STAAD.Pro V8i (SELECTseries 2) 20.07.07.19

Beams Cont...Beam Node A Node B Length

(m)

Property

(degrees)

32 34 33 0.41 2 033 35 34 0.41 2 034 36 35 0.41 2 035 37 38 0.42 2 036 39 37 0.42 2 037 40 39 0.42 2 038 41 40 0.42 2 039 42 41 0.42 2 040 30 42 0.42 2 041 43 44 0.42 2 042 45 43 0.42 2 043 46 45 0.42 2 044 47 46 0.42 2 045 48 47 0.42 2 046 36 48 0.42 2 047 49 50 0.68 2 048 51 49 0.68 2 049 52 51 0.68 2 050 53 52 0.68 2 051 54 53 0.68 2 052 38 54 0.68 2 053 55 56 0.68 2 054 57 55 0.68 2 055 58 57 0.68 2 056 59 58 0.68 2 057 60 59 0.68 2 058 44 60 0.68 2 059 61 62 0.42 2 060 63 61 0.42 2 061 64 63 0.42 2 062 65 64 0.42 2 063 66 65 0.42 2 064 50 66 0.42 2 065 67 68 0.42 2 066 69 67 0.42 2 067 70 69 0.42 2 068 71 70 0.42 2 069 72 71 0.42 2 070 56 72 0.42 2 071 73 62 0.55 2 072 74 73 0.55 2 073 75 74 0.55 2 074 76 75 0.55 2 075 77 76 0.55 2 076 6 77 0.55 2 0

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CP083-B 6

CP083-B

ZKH 14-Mar-14 YYS26-Mar-2014 11:21CP083-B.std

Print Time/Date: 22/04/2014 14:53 Print Run 6 of 540STAAD.Pro V8i (SELECTseries 2) 20.07.07.19

Beams Cont...Beam Node A Node B Length

(m)

Property

(degrees)

77 78 68 0.55 2 078 79 78 0.55 2 079 80 79 0.55 2 080 81 80 0.55 2 081 82 81 0.55 2 082 2 82 0.55 2 083 83 36 0.47 2 084 84 83 0.47 2 085 85 84 0.47 2 086 86 85 0.47 2 087 30 86 0.47 2 088 87 56 0.47 2 089 88 87 0.47 2 090 89 88 0.47 2 091 90 89 0.47 2 092 50 90 0.47 2 093 38 44 2.31 2 094 24 18 2.31 2 095 62 68 2.31 2 096 91 56 1.77 1 097 92 8 1.15 1 098 93 18 0.94 1 099 94 44 0.94 1 0

100 95 68 0.79 1 0101 96 2 1.57 1 0102 56 97 1.77 1 0103 36 98 1.77 1 0104 99 36 1.77 1 0105 100 8 1.44 1 0107 102 50 1.77 1 0108 103 12 1.15 1 0109 104 24 0.94 1 0110 105 38 0.94 1 0111 106 62 0.94 1 0112 107 6 1.57 1 0113 50 108 1.77 1 0114 30 109 1.77 1 0115 110 30 1.77 1 0116 111 12 1.44 1 0

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CP083-B 7

CP083-B

ZKH 14-Mar-14 YYS26-Mar-2014 11:21CP083-B.std

Print Time/Date: 22/04/2014 14:53 Print Run 7 of 540STAAD.Pro V8i (SELECTseries 2) 20.07.07.19

Section PropertiesProp Section Area

(cm2)

Iyy

(cm4)

Izz

(cm4)

J

(cm4)

Material

1 101.6X101.6X6 22.944 350.866 350.866 524.234 ALUMINUM2 152.4X152.4X6 35.136 1.26E+3 1.26E+3 1.88E+3 ALUMINUM

MaterialsMat Name E(kN/m

2)

Density

(kg/m3)

(/C)

1 STEEL 205E+6 0.300 7.83E+3 12E -62 STA INLESSSTEEL 198E+6 0.300 7.83E+3 18E -63 ALUMINUM 68.9E+6 0.330 2.71E+3 23E -64 CONCRETE 21.7E+6 0.170 2.4E+3 10E -6

SupportsNode X

(kN/mm)

Y

(kN/mm)

Z

(kN/mm)

rX

(kN-m/deg)

rY

(kN-m/deg)

rZ

(kN-m/deg)

45 Fixed Fixed Fixed - - -

91 Fixed Fixed Fixed - - -

92 Fixed Fixed Fixed - - -

93 Fixed Fixed Fixed - - -

94 Fixed Fixed Fixed - - -

95 Fixed Fixed Fixed - - -

96 Fixed Fixed Fixed - - -

97 Fixed Fixed Fixed - - -

98 Fixed Fixed Fixed - - -

99 Fixed Fixed Fixed - - -

100 Fixed Fixed Fixed - - -

102 Fixed Fixed Fixed - - -

103 Fixed Fixed Fixed - - -

104 Fixed Fixed Fixed - - -

105 Fixed Fixed Fixed - - -

106 Fixed Fixed Fixed - - -

107 Fixed Fixed Fixed - - -108 Fixed Fixed Fixed - - -

109 Fixed Fixed Fixed - - -

110 Fixed Fixed Fixed - - -

111 Fixed Fixed Fixed - - -

ReleasesThere is no data of this type.

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CP083-B 8

CP083-B

ZKH 14-Mar-14 YYS26-Mar-2014 11:21CP083-B.std

Print Time/Date: 22/04/2014 14:53 Print Run 8 of 540STAAD.Pro V8i (SELECTseries 2) 20.07.07.19

Basic Load CasesNumber Name

1 DL

2 PL

3 LL

4 WU

5 WW

Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor

6 1.4DL+1.2PL 1 DL 1.402 PL 1.20

7 1.4DL+1.6LL 1 DL 1.403 LL 1.60

8 1.4DL+1.4WU 1 DL 1.404 WU 1.40

9 1.0DL+1.4WW 1 DL 1.005 WW 1.40

101.2DL+1.2PL+1.2LL+1.2WU 1 DL

1.20

2 PL 1.203 LL 1.204 WU 1.20

11 1.2DL+1.2PL+1.2LL+1.2WW 1 DL 1.202 PL 1.203 LL 1.205 WW 1.20

Selfweight : 1 DLDirection Factor

Y -1.000

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CP083-B

ZKH 14-Mar-14 YYS26-Mar-2014 11:21CP083-B.std

Print Time/Date: 22/04/2014 14:53 Print Run 19 of 540STAAD.Pro V8i (SELECTseries 2) 20.07.07.19

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CP083-B 20

CP083-B

ZKH 14-Mar-14 YYS26-Mar-2014 11:21CP083-B.std

Print Time/Date: 22/04/2014 14:53 Print Run 20 of 540STAAD.Pro V8i (SELECTseries 2) 20.07.07.19

Load 1

XY

Z

DL

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