Upload
amro-ahmad-ali
View
12
Download
8
Embed Size (px)
DESCRIPTION
j
Citation preview
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
1
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 1 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Job Information Engineer Checked Approved
Name:Date: 24-Feb-15
Structure Type SPACE FRAME
Number of Nodes 72 Highest Node 119Number of Plates 56 Highest Plate 116
Number of Basic Load Cases 4Number of Combination Load Cases 1
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 VERTICALPrimary 2 HORIZONTAL(+)Primary 3 HORIZONTAL(-)Primary 4 TENSION
Combination 5 MAX. REACTIONS
NodesNode X
(mm)Y
(mm)Z
(mm)2 0.000 -35.000 -47.0003 0.000 -25.000 -47.0004 0.000 75.000 -47.0005 0.000 95.000 -47.0009 0.000 -35.000 -95.00010 0.000 -25.000 -95.00011 0.000 75.000 -95.00012 0.000 95.000 -95.00016 0.000 -35.000 -155.00017 0.000 -25.000 -155.00018 0.000 75.000 -155.00019 0.000 95.000 -155.00023 0.000 -35.000 -165.00024 0.000 -25.000 -165.00025 0.000 75.000 -165.00026 0.000 95.000 -165.00030 -33.000 -35.000 -165.00031 -33.000 -25.000 -165.000
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 2 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Nodes Cont...Node X
(mm)Y
(mm)Z
(mm)32 -33.000 75.000 -165.00033 -33.000 95.000 -165.00037 -33.000 -35.000 -180.00038 -33.000 -25.000 -180.00039 -33.000 75.000 -180.00040 -33.000 95.000 -180.00044 -33.000 -35.000 -192.50045 -33.000 -25.000 -192.50046 -33.000 75.000 -192.50047 -33.000 95.000 -192.50052 0.000 95.000 -130.00053 0.000 75.000 -130.00054 0.000 -25.000 -130.00055 0.000 -35.000 -130.00056 0.000 -5.000 -165.00057 -33.000 -5.000 -165.00060 0.000 -5.000 -155.00062 0.000 -5.000 -95.00063 0.000 -5.000 -47.00067 0.000 -5.000 -130.00068 -33.000 -5.000 -192.50069 -33.000 -5.000 -180.00073 -33.000 105.000 -192.50074 -33.000 105.000 -180.00076 -33.000 105.000 -165.00079 0.000 105.000 -165.00081 0.000 105.000 -155.00084 0.000 105.000 -95.00085 0.000 105.000 -47.00086 0.000 105.000 -130.00096 0.000 15.000 -47.00097 0.000 15.000 -95.00098 0.000 15.000 -155.00099 0.000 15.000 -165.000
100 -33.000 15.000 -165.000101 -33.000 15.000 -180.000102 -33.000 15.000 -192.500103 0.000 15.000 -130.000104 0.000 35.000 -165.000105 -33.000 35.000 -165.000106 0.000 35.000 -155.000107 0.000 35.000 -95.000108 0.000 35.000 -47.000109 0.000 35.000 -130.000110 -33.000 35.000 -192.500
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
3
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 3 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Nodes Cont...Node X
(mm)Y
(mm)Z
(mm)111 -33.000 35.000 -180.000112 0.000 55.000 -165.000113 -33.000 55.000 -165.000114 0.000 55.000 -155.000115 0.000 55.000 -95.000116 0.000 55.000 -47.000117 0.000 55.000 -130.000118 -33.000 55.000 -192.500119 -33.000 55.000 -180.000
PlatesPlate Node A Node B Node C Node D Property
3 44 45 38 37 14 37 38 31 30 114 30 23 24 31 120 16 23 24 17 132 2 9 10 3 145 10 54 55 9 146 54 17 16 55 147 31 24 56 57 148 57 56 99 100 149 32 25 26 33 151 17 24 56 60 152 60 56 99 98 153 18 25 26 19 155 3 10 62 63 156 63 62 97 96 157 4 11 12 5 160 12 52 53 11 162 52 19 18 53 163 97 103 67 62 164 62 67 54 10 165 103 98 60 67 166 67 60 17 54 167 45 68 69 38 168 68 102 101 69 169 38 69 57 31 170 69 101 100 57 171 46 47 40 39 173 39 40 33 32 175 47 73 74 40 176 40 74 76 33 1
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
4
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 4 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Plates Cont...Plate Node A Node B Node C Node D Property
77 33 26 79 76 178 19 26 79 81 179 5 12 84 85 180 84 86 52 12 181 86 81 19 52 196 100 99 104 105 197 98 99 104 106 198 96 97 107 108 199 107 109 103 97 1
100 109 106 98 103 1101 102 110 111 101 1102 101 111 105 100 1103 105 104 112 113 1104 106 104 112 114 1105 108 107 115 116 1106 115 117 109 107 1107 117 114 106 109 1108 110 118 119 111 1109 111 119 113 105 1110 113 112 25 32 1111 114 112 25 18 1112 116 115 11 4 1113 11 53 117 115 1114 53 18 114 117 1115 118 46 39 119 1116 119 39 32 113 1
Plate ThicknessProp Node A
(cm)Node B
(cm)Node C
(cm)Node D
(cm)Material
1 0.600 0.600 0.600 0.600 STAINLESSSTEEL
MaterialsMat Name E
(kN/mm2) Density
(kg/m3)
(/C)1 STEEL 205.000 0.300 7.83 E +3 12 E -62 STAINLESSSTEEL 197.930 0.300 7.83 E +3 18 E -63 ALUMINUM 68.948 0.330 2.71 E +3 23 E -64 CONCRETE 21.718 0.170 2.4 E +3 10 E -6
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
5
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 5 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
SupportsNode X
(kN/mm)Y
(kN/mm)Z
(kN/mm)rX
(kN-m/deg)rY
(kN-m/deg)rZ
(kN-m/deg)17 Fixed Fixed Fixed - - -18 Fixed Fixed Fixed - - -19 Fixed Fixed Fixed - - -38 Fixed Fixed Fixed - - -40 Fixed Fixed Fixed - - -60 Fixed Fixed Fixed - - -98 Fixed Fixed Fixed - - -
101 Fixed Fixed Fixed - - -106 Fixed Fixed Fixed - - -114 Fixed Fixed Fixed - - -119 Fixed Fixed Fixed - - -
Basic Load CasesNumber Name
1 VERTICAL2 HORIZONTAL(+)3 HORIZONTAL(-)4 TENSION
Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor
5 MAX. REACTIONS 1 VERTICAL 1.002 HORIZONTAL(+) 1.004 TENSION 1.00
Load GeneratorsThere is no data of this type.
Node Loads : 1 VERTICALNode FX
(kN)FY
(kN)FZ
(kN)MX
(kNm)MY
(kNm)MZ
(kNm)107 - -2.100 - - - -
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
6
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 6 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Node Loads : 2 HORIZONTAL(+)Node FX
(kN)FY
(kN)FZ
(kN)MX
(kNm)MY
(kNm)MZ
(kNm)107 -2.100 - - - - -
Node Loads : 3 HORIZONTAL(-)Node FX
(kN)FY
(kN)FZ
(kN)MX
(kNm)MY
(kNm)MZ
(kNm)107 2.100 - - - - -
Node Loads : 4 TENSIONNode FX
(kN)FY
(kN)FZ
(kN)MX
(kNm)MY
(kNm)MZ
(kNm)107 - - 2.100 - - -
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
7
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 7 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
140.00mm10.00mm
20.00mm
20.00mm
20.00mm
20.00mm
20.00mm
20.00mm
10.00mm27.50mm33.00mm
DisplacementLoad 5 : X
Y
Z
Whole Structure12
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
8
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 8 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
3d2
3D Rendered View
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
9
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 9 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
-2.100 kN
Load 1X
Y
Z
vertical
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
10
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 10 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Load 1X
Y
Z
Max AbsoluteN/mm2
= 6.16
Vertical stress
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
11
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 11 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
-2.100 kN
Load 2X
Y
Z
Horizontal +
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
12
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 12 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Load 2X
Y
Z
Max AbsoluteN/mm2
= 150
Horizontal + Stress
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
13
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 13 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
2.100 kN
Load 3X
Y
Z
Horizontal -
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
14
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 14 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Load 3X
Y
Z
Max AbsoluteN/mm2
= 155
Horizontal - Stress
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
15
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 15 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
2.100 kN
Load 4X
Y
Z
Tension1
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
16
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 16 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Load 4X
Y
Z
Max AbsoluteN/mm2
= 5.94
Tension Stress
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
17
24-Feb-15
27-Apr-2015 15:19Saraya2 - Restrain socket - modify the depth for screw.std
Print Time/Date: 27/04/2015 15:58 Print Run 17 of 17STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
X = -0.361 kNY = -0.135 kNZ = 0.427 kN
X = -0.288 kNY = 0.296 kNZ = 0.241 kN X = 0.769 kNY = 0.226 kN
Z = -0.342 kN
X = -0.651 kNY = -0.074 kNZ = 0.711 kN
X = 1.020 kNY = 0.390 kNZ = -0.496 kN
X = 1.120 kNY = 0.207 kNZ = -0.660 kN
X = -0.654 kNY = 0.061 kNZ = 0.721 kN
X = 1.015 kNY = 0.334 kNZ = -0.798 kN
X = 0.762 kNY = 0.345 kNZ = -1.051 kN
X = -0.365 kNY = 0.128 kNZ = 0.420 kN
X = -0.266 kNY = 0.322 kNZ = -1.273 kN
DisplacementLoad 5 : X
Y
Z
Reactions - Ultimate last
Failed MembersThere is no data of this type.