Dear Support,
Below is the STAAD Editor file of a 3M X 3M X 0.2M Slab Design by using IS 456:2000:
Below are my questions:
1.Plz refer attached image file below & I want to understand how we can verify Top and bottom reinforcements for longitudinal and tranverse direction?
2.In LONG REIN & TRANS.REIN how we can get bar size and nos?Do we need to extract from area by manual method or STAAD can provide?
3.In LONG REIN & TRANS.REIN REPORT is SQ.mm/ME stand for per SQ mm/meter?
4.How to verify Moments of design ?
5.There are total 100 elements(plate) in my design & do we need to read report from 1 to 100 or can we get any global slab transverse & longitudinal reinforcement report or what is the best way to read report?
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STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 28-Mar-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3 0 0; 3 3 0 3; 4 0 0 3; 5 0 0 0.3; 6 0.3 0 0.3; 7 0.3 0 0;
8 0 0 0.6; 9 0.3 0 0.6; 10 0 0 0.9; 11 0.3 0 0.9; 12 0 0 1.2;
13 0.3 0 1.2; 14 0 0 1.5; 15 0.3 0 1.5; 16 0 0 1.8; 17 0.3 0 1.8;
18 0 0 2.1; 19 0.3 0 2.1; 20 0 0 2.4; 21 0.3 0 2.4; 22 0 0 2.7;
23 0.3 0 2.7; 24 0.3 0 3; 25 0.6 0 0.3; 26 0.6 0 0; 27 0.6 0 0.6;
28 0.6 0 0.9; 29 0.6 0 1.2; 30 0.6 0 1.5; 31 0.6 0 1.8; 32 0.6 0 2.1;
33 0.6 0 2.4; 34 0.6 0 2.7; 35 0.6 0 3; 36 0.9 0 0.3; 37 0.9 0 0;
38 0.9 0 0.6; 39 0.9 0 0.9; 40 0.9 0 1.2; 41 0.9 0 1.5; 42 0.9 0 1.8;
43 0.9 0 2.1; 44 0.9 0 2.4; 45 0.9 0 2.7; 46 0.9 0 3; 47 1.2 0 0.3;
48 1.2 0 0; 49 1.2 0 0.6; 50 1.2 0 0.9; 51 1.2 0 1.2; 52 1.2 0 1.5;
53 1.2 0 1.8; 54 1.2 0 2.1; 55 1.2 0 2.4; 56 1.2 0 2.7; 57 1.2 0 3;
58 1.5 0 0.3; 59 1.5 0 0; 60 1.5 0 0.6; 61 1.5 0 0.9; 62 1.5 0 1.2;
63 1.5 0 1.5; 64 1.5 0 1.8; 65 1.5 0 2.1; 66 1.5 0 2.4; 67 1.5 0 2.7;
68 1.5 0 3; 69 1.8 0 0.3; 70 1.8 0 0; 71 1.8 0 0.6; 72 1.8 0 0.9;
73 1.8 0 1.2; 74 1.8 0 1.5; 75 1.8 0 1.8; 76 1.8 0 2.1; 77 1.8 0 2.4;
78 1.8 0 2.7; 79 1.8 0 3; 80 2.1 0 0.3; 81 2.1 0 0; 82 2.1 0 0.6;
83 2.1 0 0.9; 84 2.1 0 1.2; 85 2.1 0 1.5; 86 2.1 0 1.8; 87 2.1 0 2.1;
88 2.1 0 2.4; 89 2.1 0 2.7; 90 2.1 0 3; 91 2.4 0 0.3; 92 2.4 0 0;
93 2.4 0 0.6; 94 2.4 0 0.9; 95 2.4 0 1.2; 96 2.4 0 1.5; 97 2.4 0 1.8;
98 2.4 0 2.1; 99 2.4 0 2.4; 100 2.4 0 2.7; 101 2.4 0 3; 102 2.7 0 0.3;
103 2.7 0 0; 104 2.7 0 0.6; 105 2.7 0 0.9; 106 2.7 0 1.2; 107 2.7 0 1.5;
108 2.7 0 1.8; 109 2.7 0 2.1; 110 2.7 0 2.4; 111 2.7 0 2.7; 112 2.7 0 3;
113 3 0 0.3; 114 3 0 0.6; 115 3 0 0.9; 116 3 0 1.2; 117 3 0 1.5;
118 3 0 1.8; 119 3 0 2.1; 120 3 0 2.4; 121 3 0 2.7;
ELEMENT INCIDENCES SHELL
6 1 5 6 7; 7 5 8 9 6; 8 8 10 11 9; 9 10 12 13 11; 10 12 14 15 13;
11 14 16 17 15; 12 16 18 19 17; 13 18 20 21 19; 14 20 22 23 21;
15 22 4 24 23; 16 7 6 25 26; 17 6 9 27 25; 18 9 11 28 27;
19 11 13 29 28; 20 13 15 30 29; 21 15 17 31 30; 22 17 19 32 31;
23 19 21 33 32; 24 21 23 34 33; 25 23 24 35 34; 26 26 25 36 37;
27 25 27 38 36; 28 27 28 39 38; 29 28 29 40 39; 30 29 30 41 40;
31 30 31 42 41; 32 31 32 43 42; 33 32 33 44 43; 34 33 34 45 44;
35 34 35 46 45; 36 37 36 47 48; 37 36 38 49 47; 38 38 39 50 49;
39 39 40 51 50; 40 40 41 52 51; 41 41 42 53 52; 42 42 43 54 53;
43 43 44 55 54; 44 44 45 56 55; 45 45 46 57 56; 46 48 47 58 59;
47 47 49 60 58; 48 49 50 61 60; 49 50 51 62 61; 50 51 52 63 62;
51 52 53 64 63; 52 53 54 65 64; 53 54 55 66 65; 54 55 56 67 66;
55 56 57 68 67; 56 59 58 69 70; 57 58 60 71 69; 58 60 61 72 71;
59 61 62 73 72; 60 62 63 74 73; 61 63 64 75 74; 62 64 65 76 75;
63 65 66 77 76; 64 66 67 78 77; 65 67 68 79 78; 66 70 69 80 81;
67 69 71 82 80; 68 71 72 83 82; 69 72 73 84 83; 70 73 74 85 84;
71 74 75 86 85; 72 75 76 87 86; 73 76 77 88 87; 74 77 78 89 88;
75 78 79 90 89; 76 81 80 91 92; 77 80 82 93 91; 78 82 83 94 93;
79 83 84 95 94; 80 84 85 96 95; 81 85 86 97 96; 82 86 87 98 97;
83 87 88 99 98; 84 88 89 100 99; 85 89 90 101 100; 86 92 91 102 103;
87 91 93 104 102; 88 93 94 105 104; 89 94 95 106 105; 90 95 96 107 106;
91 96 97 108 107; 92 97 98 109 108; 93 98 99 110 109; 94 99 100 111 110;
95 100 101 112 111; 96 103 102 113 2; 97 102 104 114 113;
98 104 105 115 114; 99 105 106 116 115; 100 106 107 117 116;
101 107 108 118 117; 102 108 109 119 118; 103 109 110 120 119;
104 110 111 121 120; 105 111 112 3 121;
ELEMENT PROPERTY
6 TO 105 THICKNESS 0.2
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
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 4 14 59 116 FIXED
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1 LIST ALL
ELEMENT LOAD
6 TO 105 PR GY -8
LOAD 2 LOADTYPE Live REDUCIBLE TITLE IMPOSED LOAD
ELEMENT LOAD
6 TO 105 PR GY -3
LOAD COMB 3 Generated Indian Code Genral_Structures 1
1 1.5 2 1.5
LOAD COMB 4 Generated Indian Code Genral_Structures 2
1 1.2 2 1.2
LOAD COMB 5 Generated Indian Code Genral_Structures 3
1 1.5
LOAD COMB 6 Generated Indian Code Genral_Structures 4
1 0.9
PERFORM ANALYSIS PRINT ALL
START CONCRETE DESIGN
CODE INDIAN
CLEAR 0.04 ALL
FYMAIN 415000 ALL
FC 25000 ALL
DESIGN ELEMENT 6 TO 105
END CONCRETE DESIGN
LOAD LIST ALL
FINISH