dg room_k

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Users\YX4118\Desktop\STRUCTURAL DESIGN\STAAD\DG ROOM_K.std 12/22/15 13:12:07

AD SPACERT JOB INFORMATIONINEER DATE 02-Dec-15NAME 6MLD STP AT KADUGODICLIENT DEGREMONTNO 1103REV B01INEER NAME KRCKER NAME RPJOB INFORMATIONUT WIDTH 79T METER KNNT COORDINATES853 0; 2 8.3 853 0; 3 0 853 10.45; 4 8.3 853 10.45; 5 0 864.1 0;.3 864.1 0; 7 0 864.1 10.45; 8 8.3 864.1 10.45; 9 0 858.35 0;8.3 858.35 0; 11 0 858.35 10.45; 12 8.3 858.35 10.45; 13 0 855.675 0;8.3 855.675 0; 15 0 855.675 10.45; 16 8.3 855.675 10.45; 17 0 864.1 5.225;8.3 864.1 5.225; 19 0 858.35 5.225; 20 8.3 858.35 5.225; 21 0 855.675 5.225;8.3 855.675 5.225; 23 2.375 853 10.45; 24 2.375 864.1 10.45;2.375 858.35 10.45; 26 2.375 855.675 10.45; 27 6.575 853 10.45;6.575 864.1 10.45; 29 6.575 858.35 10.45; 30 6.575 855.675 10.45;2.375 853 0; 32 2.375 864.1 0; 33 2.375 858.35 0; 34 2.375 855.675 0;6.575 853 0; 36 6.575 864.1 0; 37 6.575 858.35 0; 38 6.575 855.675 0;0 853 5.225; 40 8.3 853 5.225; 45 0 862.5 0; 46 8.3 862.5 0;2.375 862.5 0; 48 6.575 862.5 0; 49 2.375 862.45 10.45;6.575 862.45 10.45; 51 0 861.15 0; 52 8.3 861.15 0; 53 0 861.15 10.45;8.3 861.15 10.45; 55 0 861.15 5.225; 56 8.3 861.15 5.225;2.375 861.15 10.45; 58 6.575 861.15 10.45; 59 2.375 864.1 5.225;6.575 864.1 5.225; 61 0 857.5 10.45; 62 2.375 857.5 10.45;

0 864.1 2.6125; 64 8.3 864.1 2.6125; 65 0 864.1 7.8375; 66 8.3 864.1 7.8375;2.375 864.1 7.8375; 68 6.575 864.1 7.8375; 69 2.375 864.1 2.6125;6.575 864.1 2.6125;BER INCIDENCES32; 4 7 24; 5 5 63; 6 6 64; 9 1 13; 10 3 15; 11 2 14; 12 4 16; 15 11 53;12 54; 17 9 33; 19 9 19; 20 10 20; 21 13 9; 22 14 10; 23 15 61; 24 16 12;13 34; 26 15 26; 27 13 21; 28 14 22; 29 17 65; 30 18 66; 31 19 11; 32 20 12;21 15; 34 22 16; 37 17 59; 38 24 28; 39 25 29; 40 26 30; 41 28 8; 42 29 12;30 16; 44 23 26; 45 26 62; 46 25 57; 47 27 30; 48 30 29; 49 29 58; 50 32 36;33 37; 52 34 38; 53 36 6; 54 37 10; 55 38 14; 56 31 34; 57 34 33; 59 35 38;38 37; 62 39 21; 63 21 19; 64 19 55; 65 40 22; 66 22 20; 67 20 56; 68 9 51;10 52; 70 33 47; 71 37 48; 72 45 5; 73 46 6; 74 47 32; 75 48 36; 76 45 47;47 48; 78 48 46; 79 49 24; 80 50 28; 81 49 50; 82 51 45; 83 52 46; 84 53 7;54 8; 86 55 17; 87 56 18; 88 51 55; 89 55 53; 90 52 56; 91 56 54; 92 57 49;58 50; 94 53 57; 95 58 54; 96 32 69; 97 36 70; 98 59 60; 99 59 67;

60 68; 101 60 18; 102 61 11; 103 62 25; 104 61 62; 106 63 17; 107 64 18;65 7; 110 66 8; 111 67 24; 112 65 67; 113 68 28; 114 67 68; 115 68 66;69 59; 117 63 69; 118 70 60; 119 69 70; 120 70 64;INE MATERIAL STARTTROPIC CONCRETE.17185e+007SSON 0.17SITY 25HA 1e-005P 0.05DEFINE MATERIAL**************************************************************************BER PROPERTY AMERICAN12 16 22 24 44 TO 49 56 57 59 60 69 TO 71 73 TO 75 79 80 83 85 92 93 -PRIS YD 0.45 ZD 0.36 17 20 25 TO 28 30 32 TO 34 38 TO 43 50 TO 55 76 TO 78 81 90 91 -

TO 97 99 100 104 107 110 TO 120 PRIS YD 0.45 ZD 0.23BER PROPERTY AMERICAN98 101 PRIS YD 0.6 ZD 0.23BER PROPERTY AMERICANTO 67 86 87 PRIS YD 0.6 ZD 0.3BER PROPERTY AMERICAN0 15 21 23 68 72 82 84 102 PRIS YD 0.45 ZD 0.459 29 31 88 89 106 109 PRIS YD 0.6 ZD 0.45STANTSA 90 MEMB 9 TO 12 15 16 21 TO 24 44 TO 49 56 57 59 60 68 TO 75 79 80 82 -TO 85 92 93 102 103ERIAL CONCRETE ALL**************************************************************************PORTSO 4 23 27 31 35 39 40 FIXED

**************************************************************************BER RELEASE117 START MY MZ120 END MY MZINE 1893 LOADE 0.1 RF 3 I 1.5 SS 3 ST 1 PX 0.18 PZ 0.16 DT 4.9FWEIGHT 1BER WEIGHT32 42 UNI 12.7

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31 UNI 20.46UNI 17.3UNI 19.7391 94 95 UNI 13.5289 UNI 21.8651 54 UNI 4.78UNI 6.49TO 78 UNI 6.22O 6 29 38 41 106 107 109 UNI 2.010 50 53 110 UNI 7.3110 CON 4.5 0.935OR WEIGHTNGE 864.1 864.1 FLOAD 5.29 XRANGE 0 8.3 ZRANGE 0 10.45**************************************************************************D 1 LOADTYPE None TITLE SLX3 LOAD X 1**************************************************************************D 2 LOADTYPE None TITLE SLZ3 LOAD Z 1**************************************************************************D 3 LOADTYPE None TITLE DLFWEIGHT Y -1 LIST 3 TO 6 9 TO 12 15 TO 17 19 TO 34 37 TO 57 59 60 -TO 104 106 107 109 TO 120OR LOADNGE 864.1 864.1 FLOAD -5.29 XRANGE 0 8.3 ZRANGE 0 10.45 GYBER LOAD32 42 UNI GY -12.7UNI GY -17.3UNI GY -19.73

91 94 95 UNI GY -13.5251 54 UNI GY -4.78UNI GY -6.49TO 78 UNI GY -6.22O 6 29 38 41 106 107 109 UNI GY -2.010 50 53 110 UNI GY -7.30 53 UMOM GX -3.59110 UMOM GZ -3.59CON GY -4.5 0.935CMOM GZ 4.21 0.93531 UNI GY -20.4689 UNI GY -21.86**************************************************************************D 4 LOADTYPE None TITLE LLOR LOADNGE 864.1 864.1 FLOAD -1.5 XRANGE 0 8.3 ZRANGE 0 10.45 GYBER LOADCON GY -35 1.5CON GY -35 2.70 50 53 110 UNI GY -1.50 53 UMOM GX -1.69110 UMOM GZ -1.69**************************************************************************D 5 LOADTYPE None TITLE WL(+X)PBER LOAD84 UNI GZ 1.0279 92 UNI GZ 2.8380 93 UNI GZ 2.5585 UNI GZ 0.7472 82 UNI GZ -0.6474 UNI GZ -1.77

75 UNI GZ -1.5973 83 UNI GZ -0.4672 82 UNI GX 0.1986 UNI GX 0.3784 UNI GX 0.1973 83 UNI GX 2.0687 UNI GX 4.1285 UNI GX 2.06CON GX 7.62 0.935CMOM GZ -17.523 0.935**************************************************************************D 6 LOADTYPE None TITLE WL(-X)PBER LOAD84 UNI GZ 1.0279 92 UNI GZ 2.83

80 93 UNI GZ 2.5585 UNI GZ 0.7472 82 UNI GZ -0.6474 UNI GZ -1.7775 UNI GZ -1.5973 83 UNI GZ -0.4672 82 UNI GX -2.0686 UNI GX -4.1284 UNI GX -2.06

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73 83 UNI GX -0.1987 UNI GX -0.3785 UNI GX -0.19CON GX -7.62 0.935CMOM GZ 17.523 0.935**************************************************************************D 7 LOADTYPE None TITLE WL(+X)SBER LOAD84 UNI GZ 0.1779 92 UNI GZ 0.4780 93 UNI GZ 0.4285 UNI GZ 0.1272 82 UNI GZ -0.2174 UNI GZ -0.5975 UNI GZ -0.5373 83 UNI GZ -0.1572 82 UNI GX 2.0686 UNI GX 4.1284 UNI GX 2.0673 83 UNI GX 0.1987 UNI GX 0.3785 UNI GX 0.19CON GX 7.62 0.935CMOM GZ -17.523 0.935**************************************************************************D 8 LOADTYPE None TITLE WL(-X)SBER LOAD84 UNI GZ 0.1779 92 UNI GZ 0.47

80 93 UNI GZ 0.4285 UNI GZ 0.1272 82 UNI GZ -0.2174 UNI GZ -0.5975 UNI GZ -0.5373 83 UNI GZ -0.1572 82 UNI GX -0.1986 UNI GX -0.3784 UNI GX -0.1973 83 UNI GX -2.0687 UNI GX -4.1285 UNI GX -2.06CON GX -7.62 0.935CMOM GZ 17.523 0.935**************************************************************************D 9 LOADTYPE None TITLE WL(+Z)PBER LOAD84 UNI GZ 0.9479 92 UNI GZ 2.5980 93 UNI GZ 2.3485 UNI GZ 0.6872 82 UNI GZ 0.0974 UNI GZ 0.2475 UNI GZ 0.2173 83 UNI GZ 0.0672 82 UNI GX -2.2586 UNI GX -4.4984 UNI GX -2.2573 83 UNI GX 1.487 UNI GX 2.8185 UNI GX 1.4

CON GZ 7.62 0.935CMOM GX -17.523 0.935**************************************************************************D 10 LOADTYPE None TITLE WL(-Z)PBER LOAD84 UNI GZ -0.0979 92 UNI GZ -0.2480 93 UNI GZ -0.2185 UNI GZ -0.0672 82 UNI GZ -0.9474 UNI GZ -2.5975 UNI GZ -2.3473 83 UNI GZ -0.6872 82 UNI GX -2.2586 UNI GX -4.49

84 UNI GX -2.2573 83 UNI GX 1.487 UNI GX 2.8185 UNI GX 1.4CON GZ -7.62 0.935CMOM GX 17.523 0.935**************************************************************************D 11 LOADTYPE None TITLE WL(+Z)SBER LOAD

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84 UNI GZ 0.0979 92 UNI GZ 0.2480 93 UNI GZ 0.2185 UNI GZ 0.0672 82 UNI GZ 0.9474 UNI GZ 2.5975 UNI GZ 2.3473 83 UNI GZ 0.6872 82 UNI GX -0.3786 UNI GX -0.7584 UNI GX -0.3773 83 UNI GX 0.4787 UNI GX 0.9485 UNI GX 0.47CON GZ 7.62 0.935CMOM GX -17.523 0.935**************************************************************************D 12 LOADTYPE None TITLE WL(-Z)SBER LOAD84 UNI GZ -0.9479 92 UNI GZ -2.5980 93 UNI GZ -2.3485 UNI GZ -0.6872 82 UNI GZ -0.0974 UNI GZ -0.2475 UNI GZ -0.2173 83 UNI GZ -0.0672 82 UNI GX -0.3786 UNI GX -0.75

84 UNI GX -0.3773 83 UNI GX 0.4787 UNI GX 0.9485 UNI GX 0.47CON GZ -7.62 0.935CMOM GX 17.523 0.935*************************************************************************************************************************************************************************************************************************LOAD COMBINATION FOR FOUNDATION DESIGN********************************************************************************D COMB 100 DL + LL.0 4 1.0D COMB 101 DL + LL + WL(+X)P.0 4 1.0 5 1.0D COMB 102 DL + LL + WL(-X)P.0 4 1.0 6 1.0D COMB 103 DL + LL + WL(+X)S.0 4 1.0 7 1.0D COMB 104 DL + LL + WL(-X)S.0 4 1.0 8 1.0D COMB 105 DL + LL + WL(+Z)P.0 4 1.0 9 1.0D COMB 106 DL + LL + WL(-Z)P.0 4 1.0 10 1.0D COMB 107 DL + LL + WL(+Z)S.0 4 1.0 11 1.0D COMB 108 DL + LL + WL(-Z)S.0 4 1.0 12 1.0D COMB 109 0.9DL + WL(+X)P.9 5 1.0

D COMB 110 0.9DL + WL(-X)P.9 6 1.0D COMB 111 0.9DL + WL(+X)S.9 7 1.0D COMB 112 0.9DL + WL(-X)S.9 8 1.0D COMB 113 0.9DL + WL(+Z)P.9 9 1.0D COMB 114 0.9DL + WL(-Z)P.9 10 1.0D COMB 115 0.9DL + WL(+Z)S.9 11 1.0D COMB 116 0.9DL + WL(-Z)S.9 12 1.0D COMB 117 DL + LL + SL(X)

.0 4 1.0 1 1.0D COMB 118 DL + LL + SL(Z)

.0 4 1.0 2 1.0D COMB 119 DL + LL - SL(X).0 4 1.0 1 -1.0D COMB 120 DL + LL - SL(Z).0 4 1.0 2 -1.0************************************************************************LOAD COMBINATION FOR SUPERSTRUCTURE DESIGN**************

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****************************************************************D COMB 200 DL + LL.5 4 1.5D COMB 201 DL + LL + WL(+X)P.2 4 1.2 5 1.2D COMB 202 DL + LL + WL(-X)P.2 4 1.2 6 1.2D COMB 203 DL + LL + WL(+X)S.2 4 1.2 7 1.2D COMB 204 DL + LL + WL(-X)S.2 4 1.2 8 1.2D COMB 205 DL + LL + WL(+Z)P.2 4 1.2 9 1.2D COMB 206 DL + LL + WL(-Z)P.2 4 1.2 10 1.2D COMB 207 DL + LL + WL(+Z)S.2 4 1.2 11 1.2D COMB 208 DL + LL + WL(-Z)S.2 4 1.2 12 1.2D COMB 209 0.9DL + WL(+X)P.9 5 1.5D COMB 210 0.9DL + WL(-X)P.9 6 1.5D COMB 211 0.9DL + WL(+X)S.9 7 1.5D COMB 212 0.9DL + WL(-X)S.9 8 1.5D COMB 213 0.9DL + WL(+Z)P.9 9 1.5

D COMB 214 0.9DL + WL(-Z)P.9 10 1.5D COMB 215 0.9DL + WL(+Z)S.9 11 1.5D COMB 216 0.9DL + WL(-Z)S.9 12 1.5D COMB 217 DL + LL + SL(X).2 4 1.2 1 1.2D COMB 218 DL + LL + SL(Z).2 4 1.2 2 1.2D COMB 219 DL + LL - SL(X).2 4 1.2 1 -1.2D COMB 220 DL + LL - SL(Z).2 4 1.2 2 -1.2D COMB 221 1.5DL + 1.5SL(X).5 1 1.5D COMB 222 1.5DL + 1.5SL(Z).5 2 1.5D COMB 223 1.5DL - 1.5SL(X).5 1 -1.5D COMB 224 1.5DL - 1.5SL(Z).5 2 -1.5FORM ANALYSISD LIST 200 TO 224******************************************************************RT CONCRETE DESIGNE INDIANAR 0.04 MEMB 3 TO 6 17 19 20 25 TO 34 37 TO 43 50 TO 55 76 TO 78 81 88 -TO 91 94 TO 101 104AR 0.05 MEMB 9 TO 12 15 16 21 TO 24 44 TO 49 56 57 59 60 62 TO 75 79 80 -TO 87 92 93 102 103

1.2 MEMB 9 TO 12 16 21 TO 24 44 TO 49 56 57 59 60 62 TO 67 70 TO 75 79 -84 TO 87 92 93 1031.2 MEMB 9 TO 12 15 16 21 22 24 62 65 68 69 84 851,4***3.7 MEMB 82 831.8 MEMB 68 692.2 MEMB 72 732.6 MEMB 82 832,3***8.3 MEMB 74 753.2 MEMB 70 715 MEMB 56 57 59 605,6***3.78 MEMB 63 663.6 MEMB 64 67

3.42 MEMB 86 877***3.8 MEMB 1021.8 MEMB 231.6 MEMB 155.2 MEMB 1028***5 MEMB 447.3 MEMB 45

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15.67 MEMB 1034.75 MEMB 4610.25 MEMB 928 MEMB 799***5 MEMB 47 484.75 MEMB 4910.25 MEMB 938 MEMB 80****25000 MEMB 3 TO 6 9 TO 12 15 TO 17 19 TO 34 37 TO 57 59 60 62 TO 104AIN 500000 MEMB 3 TO 6 9 TO 12 15 TO 17 19 TO 34 37 TO 57 59 60 62 TO 104EC 415000 MEMB 3 TO 6 9 TO 12 15 TO 17 19 TO 34 37 TO 57 59 60 62 TO 104 -107 109 TO 111 113 116 118HOD 1 MEMB 3 TO 6 9 TO 12 15 TO 17 19 TO 34 37 TO 57 59 60 62 TO 104 106 -109 TO 111 113 116 118SION 0 MEMB 3 TO 6 9 TO 12 15 TO 17 19 TO 34 37 TO 57 59 60 62 TO 104 106 -109 TO 111 113 116 118CK 2 MEMB 3 TO 6 9 TO 12 15 TO 17 19 TO 34 37 TO 57 59 60 62 TO 104 106 -109 TO 111 113 116 118IGN BEAM 3 TO 6 17 19 20 25 TO 34 37 TO 43 50 TO 55 76 TO 78 81 88 TO 91 -TO 101 104 106 107 109 TO 111 113 116 118IGN COLUMN 9 TO 12 15 16 21 TO 24 44 TO 49 56 57 59 60 62 TO 75 79 80 82 -TO 87 92 93 102 103CRETE TAKECONCRETE DESIGNISH

dg room_k

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