report on analysis of truss te civil
DESCRIPTION
REPORT ONANALYSIS OF TRUSS USING STAADPROTE CIVILGUIDEDr. G S KAMEProfessor Department of Civil EngineeringM. H. Saboo Siddik College of Engineering, MumbaiTRANSCRIPT
REPORT ON
ANALYSIS OF TRUSS
TE CIVIL
BATCH: C1
YEAR 2012-13 Name: Roll no.:
GUIDE
Dr. G S KAME Professor
Department of Civil Engineering
M. H. Saboo Siddik College of Engineering, Mumbai
STAAD TRUSS 1
START JOB INFORMATION 2
ENGINEER DATE 18-Feb-13 3
JOB NAME DESIGN OF TRUSS 4
JOB CLIENT MHSSCOE 5
JOB NO TE CIVIL DDSS C1 6
ENGINEER NAME C1 7
END JOB INFORMATION 8
INPUT WIDTH 79 9
UNIT METER KN 10
JOINT COORDINATES 11
1 0 0 0; 2 20 0 0; 4 10 5 0; 5 2.5 1.25 0; 6 5 2.5 0; 7 7.5 3.75 0; 8 6.25 0 0; 12
9 3.125 0 0; 10 8.125 2.5 0; 11 16.875 0 0; 12 13.75 0 0; 13 15 2.5 0; 13
14 11.875 2.5 0; 15 12.5 3.75 0; 16 17.5 1.25 0; 14
MEMBER INCIDENCES 15
1 1 5; 2 1 9; 3 5 9; 4 5 6; 5 6 9; 6 9 8; 7 6 8; 8 6 7; 9 6 10; 10 10 8; 16
11 10 7; 12 7 4; 13 4 10; 14 8 12; 15 4 14; 16 4 15; 17 14 15; 18 14 12; 17
19 13 14; 20 15 13; 21 12 13; 22 12 11; 23 13 11; 24 13 16; 25 11 16; 26 11 2; 18
27 16 2; 19
DEFINE MATERIAL START 20
ISOTROPIC STEEL 21
E 2.05e+008 22
POISSON 0.3 23
DENSITY 76.8195 24
ALPHA 1.2e-005 25
DAMP 0.03 26
END DEFINE MATERIAL 27
MEMBER PROPERTY INDIAN 28
1 TO 27 TABLE LD ISA75X75X5 SP 0.008 29
CONSTANTS 30
MATERIAL STEEL ALL 31
SUPPORTS 32
1 2 FIXED 33
LOAD 1 LOADTYPE None TITLE DEAD LOAD 34
JOINT LOAD 35
1 2 FY -2.995 36
4 TO 7 13 15 16 FY -5.99 37
LOAD 2 LOADTYPE None TITLE LIVE LOAD 38
JOINT LOAD 39
1 2 FY -2.096 40
4 TO 7 13 15 16 FY -4.193 41
LOAD 3 LOADTYPE None TITLE WIND LOAD 42
JOINT LOAD 43
1 2 FY 5.24 44
4 TO 7 13 15 16 FY 10.47 45
2 4 FX 10.47 46
1 4 FX -10.47 47
13 15 16 FX 20.94 48
5 TO 7 FX -20.94 49
PERFORM ANALYSIS 50
FINISH 51
DESIGN OF TRUSS- STAAD PROGRAM, C1 BATCH
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TE CIVIL DDSS C1 1
DESIGN OF TRUSS
MHSSCOE
C1 18-Feb-13
02-Apr-2013 15:33Structure1.std
Print Time/Date: 02/04/2013 15:38 Print Run 1 of 11STAAD.Pro for Windows 20.07.04.12
Job Information Engineer Checked Approved
Name: C1
Date: 18-Feb-13
Structure Type TRUSS
Number of Nodes 15 Highest Node 16
Number of Elements 27 Highest Beam 27
Number of Basic Load Cases 3
Number of Combination Load Cases 0
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 DEAD LOAD
Primary 2 LIVE LOAD
Primary 3 WIND LOAD
NodesNode X
(m)
Y
(m)
Z
(m)
1 0.000 0.000 0.000
2 20.000 0.000 0.000
4 10.000 5.000 0.000
5 2.500 1.250 0.000
6 5.000 2.500 0.000
7 7.500 3.750 0.000
8 6.250 0.000 0.000
9 3.125 0.000 0.000
10 8.125 2.500 0.000
11 16.875 0.000 0.000
12 13.750 0.000 0.000
13 15.000 2.500 0.000
14 11.875 2.500 0.000
15 12.500 3.750 0.000
16 17.500 1.250 0.000
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TE CIVIL DDSS C1 2
DESIGN OF TRUSS
MHSSCOE
C1 18-Feb-13
02-Apr-2013 15:33Structure1.std
Print Time/Date: 02/04/2013 15:38 Print Run 2 of 11STAAD.Pro for Windows 20.07.04.12
BeamsBeam Node A Node B Length
(m)
Property ββββ
(degrees)
1 1 5 2.795 1 0
2 1 9 3.125 1 0
3 5 9 1.398 1 0
4 5 6 2.795 1 0
5 6 9 3.125 1 0
6 9 8 3.125 1 0
7 6 8 2.795 1 0
8 6 7 2.795 1 0
9 6 10 3.125 1 0
10 10 8 3.125 1 0
11 10 7 1.398 1 0
12 7 4 2.795 1 0
13 4 10 3.125 1 0
14 8 12 7.500 1 0
15 4 14 3.125 1 0
16 4 15 2.795 1 0
17 14 15 1.398 1 0
18 14 12 3.125 1 0
19 13 14 3.125 1 0
20 15 13 2.795 1 0
21 12 13 2.795 1 0
22 12 11 3.125 1 0
23 13 11 3.125 1 0
24 13 16 2.795 1 0
25 11 16 1.398 1 0
26 11 2 3.125 1 0
27 16 2 2.795 1 0
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TE CIVIL DDSS C1 3
DESIGN OF TRUSS
MHSSCOE
C1 18-Feb-13
02-Apr-2013 15:33Structure1.std
Print Time/Date: 02/04/2013 15:38 Print Run 3 of 11STAAD.Pro for Windows 20.07.04.12
10
1
5
6
9
7
4
8 2
15
14 13
12
16
11
NODE NUMBER
Load 1X
Y
Z
Whole Structure (Input data was modified after picture taken)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
BEAM NUMBER
Load 1X
Y
Z
BEAM NUMBER (Input data was modified after picture taken)
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TE CIVIL DDSS C1 4
DESIGN OF TRUSS
MHSSCOE
C1 18-Feb-13
02-Apr-2013 15:33Structure1.std
Print Time/Date: 02/04/2013 15:38 Print Run 4 of 11STAAD.Pro for Windows 20.07.04.12
2.80m
2.80m
2.80m
2.80m
3.13m
3.13m
3.13m 3.13m
3.13m
2.80m
3.13m
1.40m
20.00m
TRUSS DIAGRAM
Load 1X
Y
Z
TRUSS DIA (Input data was modified after picture taken)
-2.995 kN
-5.990 kN
-5.990 kN
-5.990 kN
-5.990 kN
-2.995 kN
-5.990 kN
-5.990 kN
-5.990 kN
TRUSS DIAGRAM
Load 1X
Y
Z
DEAD LOAD (Input data was modified after picture taken)
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TE CIVIL DDSS C1 5
DESIGN OF TRUSS
MHSSCOE
C1 18-Feb-13
02-Apr-2013 15:33Structure1.std
Print Time/Date: 02/04/2013 15:38 Print Run 5 of 11STAAD.Pro for Windows 20.07.04.12
-2.096 kN
-4.193 kN
-4.193 kN
-4.193 kN
-4.193 kN
-2.096 kN
-4.193 kN
-4.193 kN
-4.193 kN
TRUSS DIAGRAM
Load 2X
Y
Z
LIVE LOAD (Input data was modified after picture taken)
5.240 kN
-10.470 kN
10.470 kN
-20.940 kN
10.470 kN
-20.940 kN
10.470 kN
-20.940 kN
10.470 kN
10.470 kN -10.470 kN
10.470 kN
20.940 kN
20.940 kN
20.940 kN
TRUSS DIAGRAM
WIND LOAD (Input data was modified after picture taken)
Section PropertiesProp Section Area
(cm2)
Iyy
(cm4)
Izz
(cm4)
J
(cm4)
Material
1 ISA75X75X5 LD 14.540 167.670 79.656 1.229 STEEL
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TE CIVIL DDSS C1 6
DESIGN OF TRUSS
MHSSCOE
C1 18-Feb-13
02-Apr-2013 15:33Structure1.std
Print Time/Date: 02/04/2013 15:38 Print Run 6 of 11STAAD.Pro for Windows 20.07.04.12
MaterialsMat Name E
(kN/mm2)
νννν Density
(kg/m3)
αααα
(1/°K)
1 STEEL 205.000 0.300 7.83E+3 12E -6
2 STAINLESSSTEEL 197.930 0.300 7.83E+3 18E -6
3 ALUMINUM 68.948 0.330 2.71E+3 23E -6
4 CONCRETE 21.718 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)
1 Fixed Fixed Fixed Fixed Fixed Fixed
2 Fixed Fixed Fixed Fixed Fixed Fixed
ReleasesThere is no data of this type.
Basic Load CasesNumber Name
1 DEAD LOAD
2 LIVE LOAD
3 WIND LOAD
Combination Load CasesThere is no data of this type.
Load GeneratorsThere is no data of this type.
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TE CIVIL DDSS C1 7
DESIGN OF TRUSS
MHSSCOE
C1 18-Feb-13
02-Apr-2013 15:33Structure1.std
Print Time/Date: 02/04/2013 15:38 Print Run 7 of 11STAAD.Pro for Windows 20.07.04.12
Node Loads : 1 DEAD LOADNode FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kNm)
MY
(kNm)
MZ
(kNm)
1 - -2.995 - - - -
2 - -2.995 - - - -
4 - -5.990 - - - -
5 - -5.990 - - - -
6 - -5.990 - - - -
7 - -5.990 - - - -
13 - -5.990 - - - -
15 - -5.990 - - - -
16 - -5.990 - - - -
Node Loads : 2 LIVE LOADNode FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kNm)
MY
(kNm)
MZ
(kNm)
1 - -2.096 - - - -
2 - -2.096 - - - -
4 - -4.193 - - - -
5 - -4.193 - - - -
6 - -4.193 - - - -
7 - -4.193 - - - -
13 - -4.193 - - - -
15 - -4.193 - - - -
16 - -4.193 - - - -
Node Loads : 3 WIND LOADNode FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kNm)
MY
(kNm)
MZ
(kNm)
1 - 5.240 - - - -
-10.470 - - - - -
2 - 5.240 - - - -
10.470 - - - - -
4 - 10.470 - - - -
-10.470 - - - - -
10.470 - - - - -
5 - 10.470 - - - -
-20.940 - - - - -
6 - 10.470 - - - -
-20.940 - - - - -
7 - 10.470 - - - -
-20.940 - - - - -
13 - 10.470 - - - -
20.940 - - - - -
15 - 10.470 - - - -
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TE CIVIL DDSS C1 8
DESIGN OF TRUSS
MHSSCOE
C1 18-Feb-13
02-Apr-2013 15:33Structure1.std
Print Time/Date: 02/04/2013 15:38 Print Run 8 of 11STAAD.Pro for Windows 20.07.04.12
Node Loads : 3 WIND LOAD Cont...Node FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kNm)
MY
(kNm)
MZ
(kNm)
15 20.940 - - - - -
16 - 10.470 - - - -
20.940 - - - - -
Beam Maximum Axial ForcesDistances to maxima are given from beam end A.
Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
1 1 2.795 1:DEAD LOAD Max -ve 0.000 46.879
Max +ve
2:LIVE LOAD Max -ve 0.000 32.815
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -81.941
2 1 3.125 1:DEAD LOAD Max -ve
Max +ve 0.000 -8.611
2:LIVE LOAD Max -ve
Max +ve 0.000 -6.027
3:WIND LOAD Max -ve 0.000 30.101
Max +ve
3 5 1.398 1:DEAD LOAD Max -ve 0.000 5.358
Max +ve
2:LIVE LOAD Max -ve 0.000 3.750
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -18.729
4 5 2.795 1:DEAD LOAD Max -ve 0.000 44.200
Max +ve
2:LIVE LOAD Max -ve 0.000 30.940
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -95.988
5 6 3.125 1:DEAD LOAD Max -ve
Max +ve 0.000 -5.990
2:LIVE LOAD Max -ve
Max +ve 0.000 -4.193
3:WIND LOAD Max -ve 0.000 20.940
Max +ve
6 9 3.125 1:DEAD LOAD Max -ve
Max +ve 0.000 -2.621
2:LIVE LOAD Max -ve
Max +ve 0.000 -1.834
3:WIND LOAD Max -ve 0.000 9.161
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TE CIVIL DDSS C1 9
DESIGN OF TRUSS
MHSSCOE
C1 18-Feb-13
02-Apr-2013 15:33Structure1.std
Print Time/Date: 02/04/2013 15:38 Print Run 9 of 11STAAD.Pro for Windows 20.07.04.12
Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
Max +ve
7 6 2.795 1:DEAD LOAD Max -ve 0.000 10.715
Max +ve
2:LIVE LOAD Max -ve 0.000 7.501
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -37.459
8 6 2.795 1:DEAD LOAD Max -ve 0.000 41.522
Max +ve
2:LIVE LOAD Max -ve 0.000 29.065
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -110.035
9 6 3.125 1:DEAD LOAD Max -ve
Max +ve 0.000 -5.990
2:LIVE LOAD Max -ve
Max +ve 0.000 -4.193
3:WIND LOAD Max -ve 0.000 20.940
Max +ve
10 10 3.125 1:DEAD LOAD Max -ve
Max +ve 0.000 -11.980
2:LIVE LOAD Max -ve
Max +ve 0.000 -8.386
3:WIND LOAD Max -ve 0.000 41.880
Max +ve
11 10 1.398 1:DEAD LOAD Max -ve 0.000 5.358
Max +ve
2:LIVE LOAD Max -ve 0.000 3.750
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -18.729
12 7 2.795 1:DEAD LOAD Max -ve 0.000 38.843
Max +ve
2:LIVE LOAD Max -ve 0.000 27.190
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -124.082
13 4 3.125 1:DEAD LOAD Max -ve
Max +ve 0.000 -17.970
2:LIVE LOAD Max -ve
Max +ve 0.000 -12.579
3:WIND LOAD Max -ve 0.000 62.820
Max +ve
14 8 7.500 1:DEAD LOAD Max -ve 0.000 9.359
Max +ve
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TE CIVIL DDSS C1 10
DESIGN OF TRUSS
MHSSCOE
C1 18-Feb-13
02-Apr-2013 15:33Structure1.std
Print Time/Date: 02/04/2013 15:38 Print Run 10 of 11STAAD.Pro for Windows 20.07.04.12
Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
2:LIVE LOAD Max -ve 0.000 6.552
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -32.719
15 4 3.125 1:DEAD LOAD Max -ve
Max +ve 0.000 -17.970
2:LIVE LOAD Max -ve
Max +ve 0.000 -12.579
3:WIND LOAD Max -ve 0.000 62.820
Max +ve
16 4 2.795 1:DEAD LOAD Max -ve 0.000 38.843
Max +ve
2:LIVE LOAD Max -ve 0.000 27.190
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -124.082
17 14 1.398 1:DEAD LOAD Max -ve 0.000 5.358
Max +ve
2:LIVE LOAD Max -ve 0.000 3.750
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -18.729
18 14 3.125 1:DEAD LOAD Max -ve
Max +ve 0.000 -11.980
2:LIVE LOAD Max -ve
Max +ve 0.000 -8.386
3:WIND LOAD Max -ve 0.000 41.880
Max +ve
19 13 3.125 1:DEAD LOAD Max -ve
Max +ve 0.000 -5.990
2:LIVE LOAD Max -ve
Max +ve 0.000 -4.193
3:WIND LOAD Max -ve 0.000 20.940
Max +ve
20 15 2.795 1:DEAD LOAD Max -ve 0.000 41.522
Max +ve
2:LIVE LOAD Max -ve 0.000 29.065
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -110.035
21 12 2.795 1:DEAD LOAD Max -ve 0.000 10.715
Max +ve
2:LIVE LOAD Max -ve 0.000 7.501
Max +ve
3:WIND LOAD Max -ve
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TE CIVIL DDSS C1 11
DESIGN OF TRUSS
MHSSCOE
C1 18-Feb-13
02-Apr-2013 15:33Structure1.std
Print Time/Date: 02/04/2013 15:38 Print Run 11 of 11STAAD.Pro for Windows 20.07.04.12
Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
Max +ve 0.000 -37.459
22 12 3.125 1:DEAD LOAD Max -ve
Max +ve 0.000 -2.621
2:LIVE LOAD Max -ve
Max +ve 0.000 -1.834
3:WIND LOAD Max -ve 0.000 9.161
Max +ve
23 13 3.125 1:DEAD LOAD Max -ve
Max +ve 0.000 -5.990
2:LIVE LOAD Max -ve
Max +ve 0.000 -4.193
3:WIND LOAD Max -ve 0.000 20.940
Max +ve
24 13 2.795 1:DEAD LOAD Max -ve 0.000 44.200
Max +ve
2:LIVE LOAD Max -ve 0.000 30.940
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -95.988
25 11 1.398 1:DEAD LOAD Max -ve 0.000 5.358
Max +ve
2:LIVE LOAD Max -ve 0.000 3.750
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -18.729
26 11 3.125 1:DEAD LOAD Max -ve
Max +ve 0.000 -8.611
2:LIVE LOAD Max -ve
Max +ve 0.000 -6.027
3:WIND LOAD Max -ve 0.000 30.101
Max +ve
27 16 2.795 1:DEAD LOAD Max -ve 0.000 46.879
Max +ve
2:LIVE LOAD Max -ve 0.000 32.815
Max +ve
3:WIND LOAD Max -ve
Max +ve 0.000 -81.941