i have a canopy which has 9.6m cantilever beams. the design is safe but i am concerned about 9.6m cantilever for deflection and safety. kindly review the model and advise
STAAD SPACE DXF IMPORT OF 3D-CC LINE 05-AUG-2015.DXF
START JOB INFORMATION
ENGINEER DATE 05-Aug-15
JOB NAME MANAR MALL RE-DEVELOPMENT
JOB CLIENT AL HAMRA REAL STATE
JOB NO GO-283
JOB REV 00
JOB PART PART 8 & 9
ENGINEER NAME OWAIS
CHECKER NAME DOS
APPROVED NAME MS
CHECKER DATE 05-Aug-15
APPROVED DATE 05-Aug-15
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KN
JOINT COORDINATES
1 29550.3 13100 -68258.2; 2 29550.3 15290.7 -68258.2; 3 41793.8 13100 -68534.5;
4 41793.8 15823.2 -68534.3; 5 41721.9 4100 -75177.7; 7 28872 2700 -75146;
19 23895 15044.8 -68130.5; 20 46893.7 16044.8 -68649.5;
21 23838.8 15044.8 -87565.3; 22 27560.6 15206.6 -87575.6;
23 41577.6 15816.1 -87614.3; 24 46838.7 16044.8 -87628.9;
25 23898.7 15044.8 -66812; 26 29691.2 15296.7 -66828;
27 41813.2 15823.7 -66861.5; 28 46898.6 16044.8 -66875.5;
29 34569.1 15511.3 -87594.9; 31 35088.2 15532.8 -78879;
32 35369.9 15544.4 -73638.8; 33 35672.1 15556.9 -68396.2;
34 35752.2 15560.2 -66844.8; 45 23836.4 15044.8 -88445.3;
46 27474.3 15202.9 -88451.4; 47 41568.1 15815.8 -88494.2;
48 46836.3 16044.8 -88508.9; 49 28486.3 15245.7 -78863.2;
50 41690.2 15819.8 -78894.7; 53 23865.4 15044.8 -78845.5;
54 46865.3 16044.8 -78909; 55 41712.1 15820.1 -73714.8;
56 29027.7 15268.6 -73562.9; 57 46879.5 16044.8 -73779.5;
58 23880.2 15044.8 -73490.5; 59 41637.2 15818 -83254.4;
60 46853.2 16044.8 -83269; 61 28071.4 15228.2 -83203.4;
62 23853.3 15044.8 -83205.5; 63 34854.3 15523.1 -83228.9;
64 34521.2 15509.3 -88472.8;
MEMBER INCIDENCES
1 23 24; 2 22 29; 3 21 22; 4 59 23; 5 61 22; 6 59 60; 7 61 63; 8 62 61;
9 50 59; 10 49 61; 11 5 50; 12 7 49; 13 50 54; 14 49 31; 15 53 49; 16 55 50;
18 55 57; 19 56 32; 20 58 56; 21 4 55; 23 4 20; 24 3 4; 25 2 33; 26 1 2;
27 19 2; 28 27 4; 29 2 26; 30 27 28; 31 26 34; 32 25 26; 33 29 23; 34 63 59;
35 31 50; 37 33 4; 38 34 27; 39 24 59; 40 23 60; 41 60 50; 42 59 54; 43 50 57;
44 54 55; 45 57 4; 46 55 20; 47 56 19; 48 58 2; 49 49 58; 50 53 56; 51 61 53;
52 62 49; 53 22 62; 54 21 61; 55 28 20; 56 20 57; 57 57 54; 58 54 60; 59 60 24;
60 25 19; 61 19 58; 62 58 53; 63 53 62; 64 62 21; 65 23 63; 66 29 59; 67 29 61;
68 22 63; 76 32 55; 86 21 45; 87 22 46; 88 23 47; 89 24 48; 90 45 46; 91 46 64;
92 47 48; 93 49 56; 97 56 2; 98 64 47; 99 29 64; 100 63 29;
SUPPORTS
1 3 5 7 PINNED
UNIT METER KN
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY BRITISH
4 5 9 10 16 21 28 29 87 88 93 97 TABLE ST UB914X305X289
11 12 TABLE ST UC356X406X235
MEMBER PROPERTY BRITISH
55 TO 58 60 TO 63 TABLE ST UC152X152X23
39 TO 54 65 TO 68 TABLE SD UA80X80X8 SP 0.008
1 TO 3 6 TO 8 13 TO 15 18 TO 20 23 25 27 30 TO 35 37 38 -
76 TABLE ST UB457X152X67
MEMBER PROPERTY BRITISH
24 26 TABLE ST UB838X292X176
59 64 86 89 TO 92 98 TO 100 TABLE ST UC203X203X60
CONSTANTS
BETA 90 MEMB 24 26
MATERIAL STEEL ALL
MEMBER RELEASE
55 TO 64 90 TO 92 98 START MY MZ
11 12 55 TO 58 60 TO 63 90 TO 92 98 END MY MZ
MEMBER TRUSS
39 TO 54 65 TO 68
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
90 TO 92 98 UNI GY -0.5
1 TO 3 33 UNI GY -2.4
6 TO 8 34 UNI GY -4
13 TO 15 35 UNI GY -4.45
18 TO 20 76 UNI GY -4.75
23 25 27 37 UNI GY -3.2
30 TO 32 38 UNI GY -0.72
LOAD 2 LOADTYPE Roof Live TITLE LL
MEMBER LOAD
90 TO 92 98 UNI GY -0.3
1 TO 3 33 UNI GY -1.6
6 TO 8 34 UNI GY -2.65
13 TO 15 35 UNI GY -3
18 TO 20 76 UNI GY -3.15
23 25 27 37 UNI GY -2.1
30 TO 32 38 UNI GY -0.5
LOAD 3 LOADTYPE Wind TITLE WL-[CASE-A]-(+X)
MEMBER LOAD
90 91 UNI Y -0.65
2 3 UNI Y -3.3
7 8 UNI Y -5.35
14 15 UNI Y -6
19 20 UNI Y -6.4
25 27 UNI Y -4.2
31 32 UNI Y -1
92 98 UNI Y -0.15
1 33 UNI Y -0.81
6 34 UNI Y -1.35
13 35 UNI Y -1.5
18 76 UNI Y -1.6
23 37 UNI Y -1.1
30 38 UNI Y -0.25
LOAD 4 LOADTYPE Wind TITLE WL-[CASE-A]-(-X)
MEMBER LOAD
90 91 UNI Y -0.15
2 3 UNI Y -0.81
7 8 UNI Y -1.35
14 15 UNI Y -1.5
19 20 UNI Y -1.6
25 27 UNI Y -1.1
31 32 UNI Y -0.25
92 98 UNI Y -0.61
1 33 UNI Y -3.3
6 34 UNI Y -5.35
13 35 UNI Y -6
18 76 UNI Y -6.4
23 37 UNI Y -4.2
30 38 UNI Y -1
LOAD 5 LOADTYPE Wind TITLE WL -[CASE-A] -(Z)
MEMBER LOAD
90 TO 92 98 UNI Y 0.61
1 TO 3 33 UNI Y 3.3
6 TO 8 34 UNI Y 5.35
13 TO 15 35 UNI Y 6
18 TO 20 76 UNI Y 6.4
23 25 27 37 UNI Y 4.2
30 TO 32 38 UNI Y 1
LOAD 6 LOADTYPE Wind TITLE WL-[CASE-B]-(Z)
MEMBER LOAD
90 TO 92 98 UNI Y -0.25
1 TO 3 33 UNI Y -1.35
6 TO 8 34 UNI Y -2.25
13 TO 15 35 UNI Y -2.5
18 TO 20 76 UNI Y -2.7
23 25 27 37 UNI Y -1.75
30 TO 32 38 UNI Y -0.5
LOAD 7 LOADTYPE Wind TITLE WL-[CASE-B]-(+X)]
MEMBER LOAD
90 91 UNI Y 0.56
2 3 UNI Y 3
7 8 UNI Y 4.91
14 15 UNI Y 5.5
19 20 UNI Y 5.9
25 27 UNI Y 3.9
31 32 UNI Y 1
92 98 UNI Y 0.1
1 33 UNI Y 0.3
6 34 UNI Y 0.5
13 35 UNI Y 0.5
18 76 UNI Y 0.55
23 37 UNI Y 0.35
30 38 UNI Y 0.1
LOAD 8 LOADTYPE Wind TITLE WL-[CASE-B]-(-X)]
MEMBER LOAD
90 91 UNI Y 0.1
2 3 UNI Y 0.3
7 8 UNI Y 0.5
14 15 UNI Y 0.5
19 20 UNI Y 0.53
25 27 UNI Y 0.35
31 32 UNI Y 0.1
92 98 UNI Y 0.6
1 33 UNI Y 3
6 34 UNI Y 4.91
13 35 UNI Y 5.5
18 76 UNI Y 5.9
23 37 UNI Y 3.9
30 38 UNI Y 1
LOAD 9 LOADTYPE Seismic TITLE EQ-(+X)
SELFWEIGHT X 0.123
MEMBER LOAD
90 TO 92 98 UNI GX 0.1
1 TO 3 33 UNI GX 0.3
6 TO 8 34 UNI GX 0.5
13 TO 15 35 UNI GX 0.55
18 TO 20 76 UNI GX 0.6
23 25 27 37 UNI GX 0.4
30 TO 32 38 UNI GX 0.1
LOAD 10 LOADTYPE Seismic TITLE EQ-(-X)
SELFWEIGHT X -0.123
MEMBER LOAD
90 TO 92 98 UNI GX -0.1
1 TO 3 33 UNI GX -0.3
6 TO 8 34 UNI GX -0.5
13 TO 15 35 UNI GX -0.55
18 TO 20 76 UNI GX -0.6
23 25 27 37 UNI GX -0.4
30 TO 32 38 UNI GX -0.1
LOAD 11 LOADTYPE Seismic TITLE EQ-(+Z)
SELFWEIGHT Z 0.123
MEMBER LOAD
90 TO 92 98 UNI GZ 0.1
1 TO 3 33 UNI GZ 0.3
6 TO 8 34 UNI GZ 0.5
13 TO 15 35 UNI GZ 0.55
18 TO 20 76 UNI GZ 0.6
23 25 27 37 UNI GZ 0.4
30 TO 32 38 UNI GZ 0.1
LOAD 12 LOADTYPE Seismic TITLE EQ-(-Z)
SELFWEIGHT Z -0.123
MEMBER LOAD
90 TO 92 98 UNI GZ -0.1
1 TO 3 33 UNI GZ -0.3
6 TO 8 34 UNI GZ -0.5
13 TO 15 35 UNI GZ -0.55
18 TO 20 76 UNI GZ -0.6
23 25 27 37 UNI GZ -0.4
30 TO 32 38 UNI GZ -0.1
LOAD 13 LOADTYPE Temperature TITLE T-(+30)
TEMPERATURE LOAD
1 TO 16 18 TO 21 23 TO 35 37 TO 68 76 86 TO 93 97 TO 100 TEMP 30
LOAD 14 LOADTYPE Temperature TITLE T-(-30)
TEMPERATURE LOAD
1 TO 16 18 TO 21 23 TO 35 37 TO 68 76 86 TO 93 97 TO 100 TEMP -30
LOAD COMB 15 GENERATED ASCE ASCE-BASIC 1
1 1.0
LOAD COMB 16 GENERATED ASCE ASCE-BASIC 2
1 1.0 13 1.0
LOAD COMB 17 GENERATED ASCE ASCE-BASIC 3
1 1.0 14 1.0
LOAD COMB 18 GENERATED ASCE ASCE-BASIC 4
1 1.0 2 1.0
LOAD COMB 19 GENERATED ASCE ASCE-BASIC 5
1 1.0 2 0.75 13 0.75
LOAD COMB 20 GENERATED ASCE ASCE-BASIC 6
1 1.0 2 0.75 14 0.75
LOAD COMB 21 GENERATED ASCE ASCE-BASIC 7
1 1.0 3 1.0
LOAD COMB 22 GENERATED ASCE ASCE-BASIC 8
1 1.0 4 1.0
LOAD COMB 23 GENERATED ASCE ASCE-BASIC 9
1 1.0 5 1.0
LOAD COMB 24 GENERATED ASCE ASCE-BASIC 10
1 1.0 6 1.0
LOAD COMB 25 GENERATED ASCE ASCE-BASIC 11
1 1.0 7 1.0
LOAD COMB 26 GENERATED ASCE ASCE-BASIC 12
1 1.0 8 1.0
LOAD COMB 27 GENERATED ASCE ASCE-BASIC 13
1 1.0 2 0.75 3 0.75
LOAD COMB 28 GENERATED ASCE ASCE-BASIC 14
1 1.0 2 0.75 4 0.75
LOAD COMB 29 GENERATED ASCE ASCE-BASIC 15
1 1.0 2 0.75 5 0.75
LOAD COMB 30 GENERATED ASCE ASCE-BASIC 16
1 1.0 2 0.75 6 0.75
LOAD COMB 31 GENERATED ASCE ASCE-BASIC 17
1 1.0 2 0.75 7 0.75
LOAD COMB 32 GENERATED ASCE ASCE-BASIC 18
1 1.0 2 0.75 8 0.75
LOAD COMB 33 GENERATED ASCE ASCE-BASIC 19
1 0.6 3 1.0
LOAD COMB 34 GENERATED ASCE ASCE-BASIC 20
1 0.6 4 1.0
LOAD COMB 35 GENERATED ASCE ASCE-BASIC 21
1 0.6 5 1.0
LOAD COMB 36 GENERATED ASCE ASCE-BASIC 22
1 0.6 6 1.0
LOAD COMB 37 GENERATED ASCE ASCE-BASIC 23
1 0.6 7 1.0
LOAD COMB 38 GENERATED ASCE ASCE-BASIC 24
1 0.6 8 1.0
LOAD COMB 39 GENERATED ASCE ASCE-BASIC 25
1 1.0 3 0.5
LOAD COMB 40 GENERATED ASCE ASCE-BASIC 26
1 1.0 4 0.5
LOAD COMB 41 GENERATED ASCE ASCE-BASIC 27
1 1.0 5 0.5
LOAD COMB 42 GENERATED ASCE ASCE-BASIC 28
1 1.0 6 0.5
LOAD COMB 43 GENERATED ASCE ASCE-BASIC 29
1 1.0 7 0.5
LOAD COMB 44 GENERATED ASCE ASCE-BASIC 30
1 1.0 8 0.5
LOAD COMB 45 GENERATED ASCE ASCE-EQ 1
1 1.0 9 0.7
LOAD COMB 46 GENERATED ASCE ASCE-EQ 2
1 1.0 10 0.7
LOAD COMB 47 GENERATED ASCE ASCE-EQ 3
1 1.0 11 0.7
LOAD COMB 48 GENERATED ASCE ASCE-EQ 4
1 1.0 12 0.7
LOAD COMB 49 GENERATED ASCE ASCE-EQ 5
1 1.0 2 0.75 9 0.525
LOAD COMB 50 GENERATED ASCE ASCE-EQ 6
1 1.0 2 0.75 10 0.525
LOAD COMB 51 GENERATED ASCE ASCE-EQ 7
1 1.0 2 0.75 11 0.525
LOAD COMB 52 GENERATED ASCE ASCE-EQ 8
1 1.0 2 0.75 12 0.525
LOAD COMB 53 GENERATED ASCE ASCE-EQ 9
1 0.6 9 0.7
LOAD COMB 54 GENERATED ASCE ASCE-EQ 10
1 0.6 10 0.7
LOAD COMB 55 GENERATED ASCE ASCE-EQ 11
1 0.6 11 0.7
LOAD COMB 56 GENERATED ASCE ASCE-EQ 12
1 0.6 12 0.7
PERFORM ANALYSIS
LOAD LIST 15 TO 56
PARAMETER 1
CODE AISC UNIFIED 2005
METHOD ASD
FU 490000 MEMB 1 TO 16 18 TO 21 23 TO 35 37 38 55 TO 64 76 86 TO 93 97 TO 100
FYLD 345000 MEMB 1 TO 16 18 TO 21 23 TO 35 37 38 55 TO 64 76 86 TO 93 97 TO 100
FU 410000 MEMB 39 TO 54 65 TO 68
FYLD 265000 MEMB 39 TO 54 65 TO 68
*columns
KZ 1.5 MEMB 11 12 24 26
KY 1.5 MEMB 11 12 24 26
*beams
LZ 9.6 MEMB 4 5 9 10 87 88
KZ 2 MEMB 2 7 14 19 25 31 33 TO 35 37 38 76
KY 2 MEMB 14 19 25 31 35 37 38 76
LY 3 MEMB 1 TO 3 6 TO 8 13 TO 15 18 TO 20 23 25 27 30 TO 35 37 38 76 -
90 TO 92 98
UNT 3 MEMB 1 TO 3 6 TO 8 13 TO 15 18 TO 20 23 25 27 30 TO 35 37 38 76 -
90 TO 92 98
UNB 3 MEMB 1 TO 3 6 TO 8 13 TO 15 18 TO 20 23 25 27 30 TO 35 37 38 76 -
90 TO 92 98
KZ 2.1 MEMB 1 3 TO 6 8 TO 10 13 15 18 20 23 27 TO 30 32 86 TO 89 99
KY 0.75 MEMB 39 TO 54 65 TO 68
KZ 0.5 MEMB 39 TO 54 65 TO 68
TRACK 1 ALL
CHECK CODE ALL
FINISH