Perencanaan Building Control
Content
PERENCANAAN BUILDING CONTROL
Job Information
Engineer
Name:
Date:
Checked
Approved
Abduh
13-Dec-15
Structure Type
SPACE FRAME
Number of Nodes
Number of Elements
88
145
Highest Node
Highest Beam
Number of Basic Load Cases
Number of Combination Load Cases
88
146
5
5
Included in this printout are data for:
All
The Whole Structure
Included in this printout are results for load cases:
Type
L/C
Primary
Primary
Primary
Primary
Primary
Combination
Combination
Combination
Combination
Combination
1
2
3
4
5
6
7
8
9
10
Name
DL SW
DL TRAFO
LLR
WL 1
LL
DL
(1.4) X DL
(1.2) X DL + (1.6) X LL + (0.5) X LLR
(1.2) X DL + (1) X LL + (1.6) X LLR
(1.2) X DL + (1) X LL + (0.5) X LLR + (1) X WL1
Section Properties
Prop
1
2
3
4
5
6
Section
Rect 0.40x0.40
Rect 0.30x0.30
Rect 0.50x0.30
Rect 0.40x0.30
H200X100X5.5
H350X175X7
Area
(cm2)
1.6E 3
900.000
1.5E 3
1.2E 3
26.670
62.910
Iyy
(cm4)
213E 3
67.5E 3
113E 3
90E 3
134.000
984.000
Izz
(cm4)
213E 3
67.5E 3
313E 3
160E 3
1.81E 3
13.5E 3
J
(cm4)
360E 3
114E 3
282E 3
194E 3
4.478
19.404
Density
(kg/m3)
7.83E 3
7.83E 3
2.4E 3
2.71E 3
2.4E 3
(/°C)
12E -6
18E -6
10E -6
23E -6
10E -6
Materials
Mat
3
4
5
6
7
Name
STEEL
STAINLESSSTEEL
BETON
ALUMINUM
CONCRETE
14/12/2015
E
(kN/mm2)
205.000
197.930
21.718
68.948
21.718
0.300
0.300
0.170
0.330
0.170
Material
CONCRETE
CONCRETE
CONCRETE
CONCRETE
STEEL
STEEL
Primary Load Cases
Number
Name
1
2
3
4
5
Type
DL SW
DL TRAFO
LLR
WL 1
LL
Dead
Dead
Live
Wind
Live
Combination Load Cases
Comb.
Y
Combination L/C Name
6
DL
7
8
(1.4) X DL
(1.2) X DL + (1.6) X LL + (0.5) X LLR
9
(1.2) X DL + (1) X LL + (1.6) X LLR
10
(1.2) X DL + (1) X LL + (0.5) X LLR + (1) X WL1
X
Z
Primary
1
2
6
5
3
6
5
3
6
5
3
4
6
Primary L/C Name
DL SW
DL TRAFO
DL
LL
LLR
DL
LL
LLR
DL
LL
LLR
WL 1
DL
Load 10 : Bending Z
Whole Structure Mz 100kNm:1m 10 (1.2) X DL + (1) X LL + (0.5) X LLR + (1) X WL1 (Input data was modified after picture taken)
14/12/2015
Factor
1.0
1.0
1.4
1.6
0.5
1.2
1.0
1.6
1.2
1.0
0.5
1.0
1.2
Y
X
Z
Load 10
Whole Structure Loads 10.1972kg:1m 10 (1.2) X DL + (1) X LL + (0.5) X LLR + (1) X WL1 (Input data was modified after picture
taken)
0.0372
0.0218
0.0576
0.0218
0.0617
0.0218
0.0339
0.0617
0.0218
0.0468
0.0576
0.0218
0.0459
0.0372
0.0459
0.0468
0.0339
Y
X
Z
Whole Structure (Input data was modified after picture taken)
14/12/2015
Load 10
Y
X
Z
Load 10
Whole Structure (Input data was modified after picture taken)
Reaction Summary
Max FX
Min FX
Max FY
Min FY
Max FZ
Min FZ
Max MX
Min MX
Max MY
Min MY
Max MZ
Min MZ
Node
L/C
9
18
22
3
20
12
20
12
6
1
18
9
8:(1.2) X DL + (1.6)
X LL + X
(0.5)
8:(1.2)
DL X
+ LLR
(1.6)
X LL + X
(0.5)
8:(1.2)
DL X
+ LLR
(1.6)
X LL +1(0.5) X LLR
4:WL
8:(1.2) X DL + (1.6)
X
LL + (0.5)
10:(1.2)
X DLX+LLR
(1)
X LL + X
(0.5)
8:(1.2)
DL X
+ LLR
(1.6)
+ (1)
X (0.5)
WL1
X
LL +
10:(1.2)
X DLX+LLR
(1)
X
LL + X
(0.5)
9:(1.2)
DL X
+ LLR
(1) X
+ (1)
XX
WL1
LL
+ (1.6)
X LLR
9:(1.2)
DL
+ (1) X
LL + (1.6)
X LLR
8:(1.2)
X DL
+ (1.6)
X
LL + X
(0.5)
8:(1.2)
DL X
+ LLR
(1.6)
X LL + (0.5) X LLR
14/12/2015
Horizontal
FX
(kN)
7.880
-7.880
0.954
-0.001
0.176
0.061
0.176
0.061
-5.078
5.078
-7.880
7.880
Vertical
FY
(kN)
201.254
201.254
352.208
-8.896
344.974
200.190
344.974
200.190
113.730
113.730
201.254
201.254
Horizontal
FZ
(kN)
4.520
4.520
7.360
-4.575
7.658
-17.169
7.658
-17.169
2.000
2.000
4.520
4.520
MX
(kNm)
6.323
6.323
9.989
-7.963
10.450
-21.783
10.450
-21.783
3.105
3.105
6.323
6.323
Moment
MY
(kNm)
0.058
-0.058
0.034
0.003
-0.004
-0.011
-0.004
-0.011
0.173
-0.173
-0.058
0.058
MZ
(kNm)
-9.808
9.808
-1.201
0.002
-0.216
-0.076
-0.216
-0.076
6.331
-6.331
9.808
-9.808
66
88
89
65
138
64
136
63
134
62
109
84
132
61
110
80
130
98
67
31
113
83
64
20
60
68
37
1
9
24
38
111
83
39
8
7
5
49
24
93
63
81
49
121
69
127
27
118
50
26
94
67
70
28
51
95
71
47
112
141
92
40
16
124
78
48
17
97
79
75
37
52
74
30
51
116 78
39
123
77
28
129
44
74
91
46
96
75
45
100
18
101
45
59
22
102
41
44
46
43
47
15
42
52
14
13
58
21
103
57
20
104
6
139
36
73
72
32
82
29
125
35
66
59
43
122
5
73
60
137
128
77
38
19
27
58
115
76
50
56
41
53
40
54
12
6
11
55
Load 1
10
14/12/2015
23
19
Z
Whole Structure
25
117
18
57
26
31
71
105
9
X
4
135
34
62
70
Y
126
33
8
80
25
22
23
4
7
55
30
120
3
79 133 65
56
21
119
2
61
114 69
54
131
3
17
16
53
8215
1
68
29
14
42
72
48
36
35
13
34
12
33
11
32
8110
2
84
142
85
143
86
144
87
145
108
85
88
146 90
107
86
140
106 76
87
Job Information
Engineer
Name:
Date:
Checked
Approved
Abduh
13-Dec-15
Structure Type
SPACE FRAME
Number of Nodes
Number of Elements
88
145
Highest Node
Highest Beam
Number of Basic Load Cases
Number of Combination Load Cases
88
146
5
5
Included in this printout are data for:
All
The Whole Structure
Included in this printout are results for load cases:
Type
L/C
Primary
Primary
Primary
Primary
Primary
Combination
Combination
Combination
Combination
Combination
1
2
3
4
5
6
7
8
9
10
Name
DL SW
DL TRAFO
LLR
WL 1
LL
DL
(1.4) X DL
(1.2) X DL + (1.6) X LL + (0.5) X LLR
(1.2) X DL + (1) X LL + (1.6) X LLR
(1.2) X DL + (1) X LL + (0.5) X LLR + (1) X WL1
Section Properties
Prop
1
2
3
4
5
6
Section
Rect 0.40x0.40
Rect 0.30x0.30
Rect 0.50x0.30
Rect 0.40x0.30
H200X100X5.5
H350X175X7
Area
(cm2)
1.6E 3
900.000
1.5E 3
1.2E 3
26.670
62.910
Iyy
(cm4)
213E 3
67.5E 3
113E 3
90E 3
134.000
984.000
Izz
(cm4)
213E 3
67.5E 3
313E 3
160E 3
1.81E 3
13.5E 3
J
(cm4)
360E 3
114E 3
282E 3
194E 3
4.478
19.404
Density
(kg/m3)
7.83E 3
7.83E 3
2.4E 3
2.71E 3
2.4E 3
(/°C)
12E -6
18E -6
10E -6
23E -6
10E -6
Materials
Mat
3
4
5
6
7
Name
STEEL
STAINLESSSTEEL
BETON
ALUMINUM
CONCRETE
14/12/2015
E
(kN/mm2)
205.000
197.930
21.718
68.948
21.718
0.300
0.300
0.170
0.330
0.170
Material
CONCRETE
CONCRETE
CONCRETE
CONCRETE
STEEL
STEEL
Primary Load Cases
Number
Name
1
2
3
4
5
Type
DL SW
DL TRAFO
LLR
WL 1
LL
Dead
Dead
Live
Wind
Live
Combination Load Cases
Comb.
Y
Combination L/C Name
6
DL
7
8
(1.4) X DL
(1.2) X DL + (1.6) X LL + (0.5) X LLR
9
(1.2) X DL + (1) X LL + (1.6) X LLR
10
(1.2) X DL + (1) X LL + (0.5) X LLR + (1) X WL1
X
Z
Primary
1
2
6
5
3
6
5
3
6
5
3
4
6
Primary L/C Name
DL SW
DL TRAFO
DL
LL
LLR
DL
LL
LLR
DL
LL
LLR
WL 1
DL
Load 10 : Bending Z
Whole Structure Mz 100kNm:1m 10 (1.2) X DL + (1) X LL + (0.5) X LLR + (1) X WL1 (Input data was modified after picture taken)
14/12/2015
Factor
1.0
1.0
1.4
1.6
0.5
1.2
1.0
1.6
1.2
1.0
0.5
1.0
1.2
Y
X
Z
Load 10
Whole Structure Loads 10.1972kg:1m 10 (1.2) X DL + (1) X LL + (0.5) X LLR + (1) X WL1 (Input data was modified after picture
taken)
0.0372
0.0218
0.0576
0.0218
0.0617
0.0218
0.0339
0.0617
0.0218
0.0468
0.0576
0.0218
0.0459
0.0372
0.0459
0.0468
0.0339
Y
X
Z
Whole Structure (Input data was modified after picture taken)
14/12/2015
Load 10
Y
X
Z
Load 10
Whole Structure (Input data was modified after picture taken)
Reaction Summary
Max FX
Min FX
Max FY
Min FY
Max FZ
Min FZ
Max MX
Min MX
Max MY
Min MY
Max MZ
Min MZ
Node
L/C
9
18
22
3
20
12
20
12
6
1
18
9
8:(1.2) X DL + (1.6)
X LL + X
(0.5)
8:(1.2)
DL X
+ LLR
(1.6)
X LL + X
(0.5)
8:(1.2)
DL X
+ LLR
(1.6)
X LL +1(0.5) X LLR
4:WL
8:(1.2) X DL + (1.6)
X
LL + (0.5)
10:(1.2)
X DLX+LLR
(1)
X LL + X
(0.5)
8:(1.2)
DL X
+ LLR
(1.6)
+ (1)
X (0.5)
WL1
X
LL +
10:(1.2)
X DLX+LLR
(1)
X
LL + X
(0.5)
9:(1.2)
DL X
+ LLR
(1) X
+ (1)
XX
WL1
LL
+ (1.6)
X LLR
9:(1.2)
DL
+ (1) X
LL + (1.6)
X LLR
8:(1.2)
X DL
+ (1.6)
X
LL + X
(0.5)
8:(1.2)
DL X
+ LLR
(1.6)
X LL + (0.5) X LLR
14/12/2015
Horizontal
FX
(kN)
7.880
-7.880
0.954
-0.001
0.176
0.061
0.176
0.061
-5.078
5.078
-7.880
7.880
Vertical
FY
(kN)
201.254
201.254
352.208
-8.896
344.974
200.190
344.974
200.190
113.730
113.730
201.254
201.254
Horizontal
FZ
(kN)
4.520
4.520
7.360
-4.575
7.658
-17.169
7.658
-17.169
2.000
2.000
4.520
4.520
MX
(kNm)
6.323
6.323
9.989
-7.963
10.450
-21.783
10.450
-21.783
3.105
3.105
6.323
6.323
Moment
MY
(kNm)
0.058
-0.058
0.034
0.003
-0.004
-0.011
-0.004
-0.011
0.173
-0.173
-0.058
0.058
MZ
(kNm)
-9.808
9.808
-1.201
0.002
-0.216
-0.076
-0.216
-0.076
6.331
-6.331
9.808
-9.808
66
88
89
65
138
64
136
63
134
62
109
84
132
61
110
80
130
98
67
31
113
83
64
20
60
68
37
1
9
24
38
111
83
39
8
7
5
49
24
93
63
81
49
121
69
127
27
118
50
26
94
67
70
28
51
95
71
47
112
141
92
40
16
124
78
48
17
97
79
75
37
52
74
30
51
116 78
39
123
77
28
129
44
74
91
46
96
75
45
100
18
101
45
59
22
102
41
44
46
43
47
15
42
52
14
13
58
21
103
57
20
104
6
139
36
73
72
32
82
29
125
35
66
59
43
122
5
73
60
137
128
77
38
19
27
58
115
76
50
56
41
53
40
54
12
6
11
55
Load 1
10
14/12/2015
23
19
Z
Whole Structure
25
117
18
57
26
31
71
105
9
X
4
135
34
62
70
Y
126
33
8
80
25
22
23
4
7
55
30
120
3
79 133 65
56
21
119
2
61
114 69
54
131
3
17
16
53
8215
1
68
29
14
42
72
48
36
35
13
34
12
33
11
32
8110
2
84
142
85
143
86
144
87
145
108
85
88
146 90
107
86
140
106 76
87
