Job Title: TWO STOREY RESIDENTIAL
Client:
Engineer:
STAAD SPACE DXF IMPORT OF SKETCH MODEL TO DXF.DXF
START JOB INFORMATION
JOB NAME TWO STOREY RESIDENTIAL
ENGINEER DATE 11-Jan-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 -4; 2 0 0 0; 4 0 2 -8; 5 0 2 -5; 6 0 2 -4; 7 0 2 -2; 8 0 2 0;
9 0 5.22 -8; 10 0 5.22 -5; 11 0 5.22 -4; 12 0 5.22 -3; 13 0 5.22 0;
14 0 5.22 1; 15 0 8.42 -8; 16 0 8.42 -5; 17 0 8.42 -4; 18 0 8.42 -2;
19 0 8.42 0; 20 0 8.42 1; 21 1.2 5.22 -5; 22 1.2 5.22 -4; 23 1.2 8.42 -5;
24 1.2 8.42 -4; 25 3.5 0 -8; 26 3.5 0 -4; 27 3.5 0 0; 28 3.5 2 -8;
29 3.5 2 -6.2; 30 3.5 2 -5; 31 3.5 2 -4; 32 3.5 2 -2; 33 3.5 2 0;
34 3.5 5.22 -8; 35 3.5 5.22 -6.2; 36 3.5 5.22 -5; 37 3.5 5.22 -4;
38 3.5 5.22 -3; 39 3.5 5.22 0; 40 3.5 5.22 1; 41 3.5 8.42 -8; 42 3.5 8.42 -5;
43 3.5 8.42 -4; 44 3.5 8.42 -2; 45 3.5 8.42 0; 46 3.5 8.42 1; 47 5.3 2 -8;
48 5.3 2 -6.2; 49 5.3 5.22 -8; 50 5.3 5.22 -6.2; 51 7 0 -8; 52 7 0 -4;
53 7 0 0; 54 7 2 -8; 55 7 2 -4; 56 7 2 -2; 57 7 2 0; 58 7 5.22 -8;
59 7 5.22 -4; 60 7 5.22 -3; 61 7 5.22 0; 62 7 5.22 1; 63 7 8.42 -8;
64 7 8.42 -4; 65 7 8.42 0; 66 7 8.42 1; 67 8.8 5.22 -8; 68 8.8 5.22 -4;
69 8.8 5.22 0; 70 8.8 5.22 1; 71 8.8 8.42 -8; 72 8.8 8.42 -4; 73 8.8 8.42 0;
74 8.8 8.42 1; 75 7 5.22 -6.2; 76 0 0 -8; 77 5.3 8.42 -8; 78 3.5 8.42 -6.2;
79 5.3 8.42 -6.2; 80 7 8.42 -6.2;
MEMBER INCIDENCES
2 6 1; 3 8 2; 4 5 4; 5 6 5; 6 7 6; 7 8 7; 8 4 9; 9 6 11; 10 8 13; 11 10 9;
12 11 10; 13 12 11; 14 13 12; 15 14 13; 16 9 15; 17 11 17; 18 13 19; 19 16 15;
20 17 16; 21 18 17; 22 19 18; 23 20 19; 24 10 21; 25 22 11; 26 23 16; 27 24 17;
28 21 22; 29 23 24; 30 4 28; 31 30 5; 32 31 6; 33 7 32; 34 33 8; 35 9 34;
36 12 38; 37 13 39; 38 40 14; 39 15 41; 40 44 18; 41 19 45; 42 46 20; 43 21 36;
44 37 22; 45 42 23; 46 43 24; 47 28 25; 48 31 26; 49 33 27; 50 28 29; 51 29 30;
52 31 30; 53 32 31; 54 33 32; 55 28 34; 56 31 37; 57 33 39; 58 35 34; 59 36 35;
60 37 36; 61 37 38; 62 38 39; 63 39 40; 64 34 41; 65 37 43; 66 39 45; 67 42 78;
68 43 42; 69 43 44; 70 44 45; 71 45 46; 72 28 47; 73 29 48; 74 34 49; 76 55 31;
77 32 56; 78 57 33; 79 59 37; 80 38 60; 81 39 61; 82 62 40; 83 41 77; 84 64 43;
85 45 65; 86 66 46; 87 48 47; 89 47 54; 90 49 58; 91 54 51; 92 55 52; 93 57 53;
94 54 55; 95 55 56; 96 56 57; 97 54 58; 98 55 59; 99 57 61; 100 58 75;
101 59 60; 102 60 61; 103 61 62; 104 58 63; 105 59 64; 106 61 65; 107 63 80;
108 64 65; 109 65 66; 110 58 67; 111 59 68; 112 69 61; 113 70 62; 114 63 71;
115 64 72; 116 73 65; 117 74 66; 118 67 68; 119 68 69; 120 69 70; 121 71 72;
122 72 73; 123 73 74; 135 75 59; 151 4 76; 152 50 49; 153 35 50; 154 50 75;
155 77 63; 156 78 41; 157 78 79; 158 79 77; 159 80 64; 160 79 80;
ELEMENT INCIDENCES SHELL
124 15 41 42 16; 125 16 23 24 17; 127 63 71 72 64; 128 17 43 44 18;
129 18 44 45 19; 130 43 64 65 45; 131 64 72 73 65; 132 19 45 46 20;
133 45 65 66 46; 134 65 73 74 66; 137 9 34 36 10; 138 10 21 22 11;
139 34 49 50 35; 140 49 58 75 50; 141 35 75 59 37; 142 58 67 68 59;
143 11 37 38 12; 144 37 59 60 38; 145 12 38 39 13; 146 38 60 61 39;
147 59 68 69 61; 148 13 39 40 14; 149 39 61 62 40; 150 61 69 70 62;
161 77 63 80 79; 162 41 77 79 78; 163 78 80 64 43;
DEFINE PMEMBER
83 155 PMEMBER 1
START GROUP DEFINITION
JOINT
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Job Title: TWO STOREY RESIDENTIAL
Client:
Engineer:
MEMBER
_COLUMN 2 3 8 TO 10 16 TO 18 47 TO 49 55 TO 57 64 TO 66 91 TO 93 97 TO 99 -
104 TO 106 151
ELEMENT
END GROUP DEFINITION
ELEMENT PROPERTY
124 125 127 TO 134 137 TO 150 161 TO 163 THICKNESS 0.125
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
2 3 8 TO 10 16 TO 18 47 TO 49 55 TO 57 64 TO 66 91 TO 93 97 TO 99 104 TO 106 -
151 PRIS YD 0.35 ZD 0.35
11 TO 15 19 TO 23 25 27 35 37 39 41 44 46 58 TO 63 67 TO 71 74 79 81 -
83 TO 85 90 100 TO 103 107 TO 112 114 TO 116 135 155 156 -
159 PRIS YD 0.35 ZD 0.3
38 42 82 86 113 117 TO 123 PRIS YD 0.35 ZD 0.2
MEMBER PROPERTY AMERICAN
4 TO 7 24 26 28 TO 34 36 40 43 45 50 TO 54 72 73 76 TO 78 80 87 89 94 TO 96 -
152 TO 154 157 158 160 PRIS YD 0.35 ZD 0.2
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 2 25 TO 27 51 TO 53 76 FIXED
MEMBER RELEASE
24 26 28 29 36 40 43 45 80 152 TO 154 157 158 160 START MX MY MZ
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 2.5 PX 1 PZ 1 NA 1 NV 1
SELFWEIGHT 1
DEFINE WIND LOAD
TYPE 1 WIND LOAD
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 215.000 KMPH 0 3 1 0 0.000 FT 0.000 FT 0.000 FT 1 -
1 40.000 FT 30.000 FT 25.000 FT 2.000 0.010 0 -
0 0 0 0 1.222 1.000 1.000 0.850 0 -
0 0 0 0.885 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 2.60594 2.60594 2.6347 2.66087 2.68492 2.70719 2.72796 2.74743 2.76576 -
2.7831 2.79956 2.81522 2.83017 2.84448 2.85821 HEIG 0 4.572 5.15815 -
5.74431 6.33046 6.91662 7.50277 8.08892 8.67508 9.26123 9.84739 -
10.4335 11.0197 11.6059 12.192
EXP 1 JOINT 1 2 4 TO 80
LOAD 1 LOADTYPE Seismic TITLE E @X AXIS
UBC LOAD X 1 ACC 1
LOAD 2 LOADTYPE Seismic TITLE E@Z-AXIX
UBC LOAD Z 1 ACC 1
LOAD 3 LOADTYPE Wind TITLE W @X AXIS
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Job Title: TWO STOREY RESIDENTIAL
Client:
Engineer:
WIND LOAD X 1 TYPE 1 YR 0 10
LOAD 4 LOADTYPE Wind TITLE W@ZAXIS
WIND LOAD Z 1 TYPE 1 YR 0 10
LOAD 5 LOADTYPE Dead TITLE DEAD LOAD
SELFWEIGHT Y -1
MEMBER LOAD
4 TO 7 11 TO 15 19 TO 46 50 TO 54 58 TO 63 67 TO 74 76 TO 87 89 90 94 TO 96 -
100 TO 103 107 TO 123 135 152 TO 160 UNI GY -4.8
FLOOR LOAD
YRANGE 0 10 FLOAD -2 GY
LOAD 6 LOADTYPE Live TITLE LIVE LOAD
FLOOR LOAD
YRANGE 0 10 FLOAD -5.4 GY
LOAD COMB 7 1.4DL +1.7LL
5 1.4 6 1.7
LOAD COMB 8 GENERATED ACI TABLE1 1
5 1.4
LOAD COMB 9 GENERATED ACI TABLE1 2
5 1.2 6 1.6
LOAD COMB 10 GENERATED ACI TABLE1 3
5 1.2 6 1.0
LOAD COMB 11 GENERATED ACI TABLE1 4
5 1.2 3 0.8
LOAD COMB 12 GENERATED ACI TABLE1 5
5 1.2 4 0.8
LOAD COMB 13 GENERATED ACI TABLE1 6
5 1.2 6 1.0 3 1.6
LOAD COMB 14 GENERATED ACI TABLE1 7
5 1.2 6 1.0 4 1.6
LOAD COMB 15 GENERATED ACI TABLE1 8
5 1.2 6 1.0 1 1.0
LOAD COMB 16 GENERATED ACI TABLE1 9
5 1.2 6 1.0 2 1.0
LOAD COMB 17 GENERATED ACI TABLE1 10
5 0.9 3 1.6
LOAD COMB 18 GENERATED ACI TABLE1 11
5 0.9 4 1.6
LOAD COMB 19 GENERATED ACI TABLE1 12
5 0.9 1 1.0
LOAD COMB 20 GENERATED ACI TABLE1 13
5 0.9 2 1.0
PERFORM ANALYSIS
PDELTA ANALYSIS SMALLDELTA
START CONCRETE DESIGN
CODE ACI
BDY 1 ALL
BDZ 1 ALL
CLB 0.0381 ALL
CLS 0.0381 ALL
CLT 0.0381 ALL
FC 20700 ALL
FYMAIN 275000 ALL
FYSEC 275000 ALL
MAXMAIN 16 ALL
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Job Title: TWO STOREY RESIDENTIAL
Client:
Engineer:
MINMAIN 16 ALL
MINSEC 10 ALL
REINF 0 ALL
DESIGN BEAM 4 TO 7 11 TO 15 19 TO 46 50 TO 54 58 TO 63 67 TO 74 76 TO 87 89 -
90 94 TO 96 100 TO 103 107 TO 123 135 152 TO 160
DESIGN COLUMN 2 3 8 TO 10 16 TO 18 47 TO 49 55 TO 57 64 TO 66 91 TO 93 97 -
98 TO 99 104 TO 106 151
DESIGN ELEMENT 124 125 127 TO 134 137 TO 150 161 TO 163
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
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