STRUCTURAL DESIGN REPORT FOR THE PROPOSED CONSTRUCTION

OF DORMITORY BLOCK AT APSWRS(B) STATION GHANPOOR (V&M)

IN WARANGAL DIST

The Structure is designed as RCC Framed Structure with G+2 floors

The floor to floor distance is considered as 3.6 mts..

The external and internal plinth beams are proposed at basement level

The walls are considered as 230 mm thick.

The Structural Analysis is carried out as space frame using STAAD-PRO

V8i Software.

The design is carried out as per limit state method.

M20 Grade concrete is considered for all concrete members like footings,
Columns, Pedestals, Plinth Beams, staircase, roof slabs and roof beams.

Safe Bearing Capacity of soil is taken as 200 kN /m2.

The following Codes are refereed for design Loads

(a)

IS: 456-2000: IS code of practice for plain and reinforced concrete

(b)

SP: 16-1980: Design aids for reinforced concrete to IS:456,

(c)

SP: 34(S&T): Hand Book on Concrete reinforcement and detailing

(d)

IS 875 part 3 for Wind loads

(e)

IS 1893 2002 for Seismic loads

Dead loads
Following unit weights are considered
VRCC
Brick walls

:
:

25 kN/m3
20 kN/m3

The structure is designed for critical load combination. for

The footings are designed for Dead load and Live load combination only

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 15-Apr-14
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 -1 0; 2 5.01 -1 0; 3 12.37 -1 0; 4 17.38 -1 0; 5 0 -1 4.69; 6 5.01 -1 4.69;
7 12.37 -1 4.69; 8 17.38 -1 4.69; 9 7.15 -1 9.09; 10 10.23 -1 9.09;
11 0 -1 9.38; 12 5.01 -1 9.38; 13 12.37 -1 9.38; 14 17.38 -1 9.38;
15 0 -1 14.07; 16 5.01 -1 14.07; 17 7.15 -1 14.07; 18 10.23 -1 14.07;
19 12.37 -1 14.07; 20 17.38 -1 14.07; 21 0 -1 16.07; 22 5.01 -1 16.07;
23 12.37 -1 16.07; 24 17.38 -1 16.07; 25 7.15 -1 17.83; 26 10.23 -1 17.83;
27 0 1 0; 28 5.01 1 0; 29 12.37 1 0; 30 17.38 1 0; 31 0 1 4.69; 32 5.01 1 4.69;
33 12.37 1 4.69; 34 17.38 1 4.69; 35 7.15 1 9.09; 36 10.23 1 9.09; 37 0 1 9.38;
38 5.01 1 9.38; 39 12.37 1 9.38; 40 17.38 1 9.38; 41 0 1 14.07;
42 5.01 1 14.07; 43 7.15 1 14.07; 44 10.23 1 14.07; 45 12.37 1 14.07;
46 17.38 1 14.07; 47 0 1 16.07; 48 5.01 1 16.07; 49 12.37 1 16.07;
50 17.38 1 16.07; 51 7.15 1 17.83; 52 10.23 1 17.83; 53 0 4.6 0; 54 5.01 4.6 0;
55 12.37 4.6 0; 56 17.38 4.6 0; 57 0 4.6 4.69; 58 5.01 4.6 4.69;
59 12.37 4.6 4.69; 60 17.38 4.6 4.69; 61 7.15 4.6 9.09; 62 10.23 4.6 9.09;
63 0 4.6 9.38; 64 5.01 4.6 9.38; 65 12.37 4.6 9.38; 66 17.38 4.6 9.38;
67 0 4.6 14.07; 68 5.01 4.6 14.07; 69 7.15 4.6 14.07; 70 10.23 4.6 14.07;
71 12.37 4.6 14.07; 72 17.38 4.6 14.07; 73 0 4.6 16.07; 74 5.01 4.6 16.07;
75 12.37 4.6 16.07; 76 17.38 4.6 16.07; 77 7.15 4.6 17.83; 78 10.23 4.6 17.83;
79 0 8.2 0; 80 5.01 8.2 0; 81 12.37 8.2 0; 82 17.38 8.2 0; 83 0 8.2 4.69;
84 5.01 8.2 4.69; 85 12.37 8.2 4.69; 86 17.38 8.2 4.69; 87 7.15 8.2 9.09;
88 10.23 8.2 9.09; 89 0 8.2 9.38; 90 5.01 8.2 9.38; 91 12.37 8.2 9.38;
92 17.38 8.2 9.38; 93 0 8.2 14.07; 94 5.01 8.2 14.07; 95 7.15 8.2 14.07;
96 10.23 8.2 14.07; 97 12.37 8.2 14.07; 98 17.38 8.2 14.07; 99 0 8.2 16.07;
100 5.01 8.2 16.07; 101 12.37 8.2 16.07; 102 17.38 8.2 16.07;
103 7.15 8.2 17.83; 104 10.23 8.2 17.83; 105 0 11.8 0; 106 5.01 11.8 0;
107 12.37 11.8 0; 108 17.38 11.8 0; 109 0 11.8 4.69; 110 5.01 11.8 4.69;
111 12.37 11.8 4.69; 112 17.38 11.8 4.69; 113 7.15 11.8 9.09;
114 10.23 11.8 9.09; 115 0 11.8 9.38; 116 5.01 11.8 9.38; 117 12.37 11.8 9.38;
118 17.38 11.8 9.38; 119 0 11.8 14.07; 120 5.01 11.8 14.07;
121 7.15 11.8 14.07; 122 10.23 11.8 14.07; 123 12.37 11.8 14.07;
124 17.38 11.8 14.07; 125 0 11.8 16.07; 126 5.01 11.8 16.07;
127 12.37 11.8 16.07; 128 17.38 11.8 16.07; 129 7.15 11.8 17.83;
130 10.23 11.8 17.83; 139 7.15 14.3 9.09; 140 10.23 14.3 9.09;
147 7.15 14.3 14.07; 148 10.23 14.3 14.07; 149 7.15 2.8 9.09;
150 10.23 2.8 9.09; 151 7.15 6.4 9.09; 152 10.23 6.4 9.09; 153 7.15 10 9.09;
154 10.23 10 9.09; 155 7.15 4.6 19.03; 156 10.23 4.6 19.03;
MEMBER INCIDENCES
1 1 27; 2 2 28; 3 3 29; 4 4 30; 5 5 31; 6 6 32; 7 7 33; 8 8 34; 9 9 35;
10 10 36; 11 11 37; 12 12 38; 13 13 39; 14 14 40; 15 15 41; 16 16 42; 17 17 43;
18 18 44; 19 19 45; 20 20 46; 21 21 47; 22 22 48; 23 23 49; 24 24 50; 25 25 51;
26 26 52; 101 27 53; 102 28 54; 103 29 55; 104 30 56; 105 31 57; 106 32 58;
107 33 59; 108 34 60; 109 35 149; 110 36 150; 111 37 63; 112 38 64; 113 39 65;

114 40 66; 115 41 67; 116 42 68; 117 43 69; 118 44 70; 119 45 71; 120 46 72;
121 47 73; 122 48 74; 123 49 75; 124 50 76; 125 51 77; 126 52 78; 201 53 79;
202 54 80; 203 55 81; 204 56 82; 205 57 83; 206 58 84; 207 59 85; 208 60 86;
209 61 151; 210 62 152; 211 63 89; 212 64 90; 213 65 91; 214 66 92; 215 67 93;
216 68 94; 217 69 95; 218 70 96; 219 71 97; 220 72 98; 221 73 99; 222 74 100;
223 75 101; 224 76 102; 225 77 103; 226 78 104; 301 79 105; 302 80 106;
303 81 107; 304 82 108; 305 83 109; 306 84 110; 307 85 111; 308 86 112;
309 87 153; 310 88 154; 311 89 115; 312 90 116; 313 91 117; 314 92 118;
315 93 119; 316 94 120; 317 95 121; 318 96 122; 319 97 123; 320 98 124;
321 99 125; 322 100 126; 323 101 127; 324 102 128; 325 103 129; 326 104 130;
409 113 139; 410 114 140; 417 121 147; 418 122 148; 501 27 28; 502 29 30;
503 27 31; 504 28 32; 505 29 33; 506 30 34; 507 31 32; 508 33 34; 509 31 37;
510 32 38; 511 33 39; 512 34 40; 513 35 36; 514 37 38; 515 39 40; 516 35 43;
517 36 44; 518 37 41; 519 38 42; 520 39 45; 521 40 46; 522 41 42; 523 42 43;
524 43 44; 525 44 45; 526 45 46; 527 41 47; 528 42 48; 529 45 49; 530 46 50;
531 43 51; 532 44 52; 533 47 48; 534 49 50; 535 48 51; 536 52 49; 537 51 52;
1001 53 54; 1002 55 56; 1003 53 57; 1004 54 58; 1005 55 59; 1006 56 60;
1007 57 58; 1008 59 60; 1009 57 63; 1010 58 64; 1011 59 65; 1012 60 66;
1013 63 64; 1014 65 66; 1015 61 69; 1016 62 70; 1017 63 67; 1018 64 68;
1019 65 71; 1020 66 72; 1021 67 68; 1022 68 69; 1023 69 70; 1024 70 71;
1025 71 72; 1026 67 73; 1027 68 74; 1028 71 75; 1029 72 76; 1030 69 77;
1031 70 78; 1032 73 74; 1033 75 76; 1034 74 77; 1035 78 75; 1036 77 78;
1037 77 155; 1038 78 156; 1039 155 156; 2001 79 80; 2002 81 82; 2003 79 83;
2004 80 84; 2005 81 85; 2006 82 86; 2007 83 84; 2008 85 86; 2009 83 89;
2010 84 90; 2011 85 91; 2012 86 92; 2013 89 90; 2014 91 92; 2015 87 95;
2016 88 96; 2017 89 93; 2018 90 94; 2019 91 97; 2020 92 98; 2021 93 94;
2022 94 95; 2023 95 96; 2024 96 97; 2025 97 98; 2026 93 99; 2027 94 100;
2028 97 101; 2029 98 102; 2030 95 103; 2031 96 104; 2032 99 100; 2033 101 102;
2034 100 103; 2035 104 101; 2036 103 104; 3001 105 106; 3002 107 108;
3003 105 109; 3004 106 110; 3005 107 111; 3006 108 112; 3007 109 110;
3008 111 112; 3009 109 115; 3010 110 116; 3011 111 117; 3012 112 118;
3013 113 114; 3014 115 116; 3015 117 118; 3016 113 121; 3017 114 122;
3018 115 119; 3019 116 120; 3020 117 123; 3021 118 124; 3022 119 120;
3023 120 121; 3024 121 122; 3025 122 123; 3026 123 124; 3027 119 125;
3028 120 126; 3029 123 127; 3030 124 128; 3031 121 129; 3032 122 130;
3033 125 126; 3034 127 128; 3035 126 129; 3036 130 127; 3037 129 130;
4001 139 140; 4002 147 148; 4003 139 147; 4004 140 148; 5003 149 150;
5006 151 152; 5009 153 154; 10109 149 61; 10110 150 62; 10111 151 87;
10112 152 88; 10113 153 113; 10114 154 114;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 8 11 TO 16 19 20 101 TO 108 111 TO 116 119 120 201 TO 208 211 TO 216 219 220 301 TO 308 311 TO 316 319 320 PRIS YD 0.45 ZD 0.3

9 10 17 18 21 TO 26 109 110 117 118 121 TO 126 209 210 217 218 221 TO 226 309 310 317 318 321 TO 326 409 410 417 418 10109 TO 10113 10114 PRIS YD 0.3 ZD 0.3
507 508 513 TO 515 523 525 527 TO 537 PRIS YD 0.3 ZD 0.23
501 TO 506 509 TO 512 516 TO 522 526 PRIS YD 0.38 ZD 0.23
1022 1024 1026 TO 1029 1032 TO 1036 1039 2022 2024 2026 TO 2029 2032 TO
2036 3013 3023 3025 3027 TO 3030 3033 TO 3037 4001 TO 4003 4004 PRIS YD 0.425 ZD 0.23
1001 TO 1021 1025 1030 1031 1037 1038 2001 TO 2021 2025 2030 2031 3001 TO 3012 3014 TO 3022 3026 3031 3032 PRIS YD 0.505 ZD 0.23
524 1023 2023 3024 5003 5006 5009 PRIS YD 0.475 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 26 FIXED
DEFINE WIND LOAD
TYPE 1
INT 1.21 1.21 HEIG 1 14.3
**************************
DEFINE 1893 LOAD
ZONE 0.1 RF 3 I 1 SS 2 ST 1 DM 0.05 PX 0.33 PZ 0.316
****************************
SELFWEIGHT 1
MEMBER WEIGHT
501 TO 506 509 TO 512 516 TO 523 525 527 530 533 TO 537 1001 TO 1006 1009 1010 TO 1012 1015 TO 1022 1024 TO 1026 1029 1032 TO 1036 2001 TO 2006
2009 2010 TO 2012 2015 TO 2022 2024 TO 2026 2029 2032 TO 2036 5003 5006 UNI
14.3
524 1023 2023 3024 5003 5006 5009 UNI 19
1037 TO 1039 3001 TO 3006 3009 TO 3012 3018 TO 3021 3023 3025 3027 3030
3033 3034 TO 3037 UNI 4.6
513 5009 UNI 5.8
3013 3016 3017 3024 UNI 9.6
524 1023 2023 3024 5003 5006 5009 UNI 5
FLOOR WEIGHT
*due to dead load
*head room
YRANGE 14.3 14.3 FLOAD 4.625 XRANGE 7.15 10.23 ZRANGE 9 14.13 GY
*terrace over halls
YRANGE 11.8 11.8 FLOAD 4.625 XRANGE 0 5.01 ZRANGE 0 14.07 GY
YRANGE 11.8 11.8 FLOAD 4.625 XRANGE 12.37 17.38 ZRANGE 0 14.07 GY
*terrace corridor
YRANGE 11.8 11.8 FLOAD 4.625 XRANGE 0 17.38 ZRANGE 14.07 16.07 GY
YRANGE 11.8 11.8 FLOAD 4.625 XRANGE 5.01 12.37 ZRANGE 14.07 17.83 GY
*GF & FF over halls
YRANGE 4.6 8.2 FLOAD 4.625 XRANGE 0 5.01 ZRANGE 0 14.07 GY
YRANGE 4.6 8.2 FLOAD 4.625 XRANGE 12.37 17.38 ZRANGE 0 14.07 GY

*GF & FF corridor

YRANGE 4.6 8.2 FLOAD 4.625 XRANGE 0 17.38 ZRANGE 14.07 16.07 GY
YRANGE 4.6 8.2 FLOAD 4.625 XRANGE 5.01 12.37 ZRANGE 14.07 17.83 GY
*portico
YRANGE 4.6 4.6 FLOAD 4.625 XRANGE 7.15 10.23 ZRANGE 17.83 19.03 GY
*floorweight due to liveload
*GF & FF over halls
YRANGE 4.6 8.2 FLOAD 0.5 XRANGE 0 5.01 ZRANGE 0 14.07 GY
YRANGE 4.6 8.2 FLOAD 0.5 XRANGE 12.37 17.38 ZRANGE 0 14.07 GY
*GF & FF corridor
YRANGE 4.6 8.2 FLOAD 2 XRANGE 0 17.38 ZRANGE 14.07 16.07 GY
YRANGE 4.6 8.2 FLOAD 2 XRANGE 5.01 12.37 ZRANGE 14.07 17.83 GY
LOAD 1 EL +X DIR
1893 LOAD X 1
LOAD 2 EL -X DIR
1893 LOAD X -1
LOAD 3 EL +Z DIR
1893 LOAD Z 1
LOAD 4 EL -Z DIR
1893 LOAD Z -1
LOAD 5 WIND LOAD + XDIR
WIND LOAD X 1 TYPE 1 YR 1 20
LOAD 6 WIND LOAD - XDIR
WIND LOAD X -1 TYPE 1 YR 1 20
LOAD 7 WIND LOAD + ZDIR
WIND LOAD Z 1 TYPE 1 YR 1 20
LOAD 8 WIND LOAD - ZDIR
WIND LOAD Z -1 TYPE 1 YR 1 20
**************************
LOAD 9 LOADTYPE Dead TITLE DEAD LOAD
SELFWEIGHT Y -1 LIST 1 TO 26 101 TO 126 201 TO 226 301 TO 326 409 410
417 418 501 TO 537 1001 TO 1039 2001 TO 2036 3001 TO 3037 4001 TO 4004 5003
5006 5009 10109 TO 10114
MEMBER LOAD
501 TO 506 509 TO 512 516 TO 523 525 527 530 533 TO 537 1001 TO 1006 1009 1010 TO 1012 1015 TO 1022 1024 TO 1026 1029 1032 TO 1036 2001 TO 2006
2009 2010 TO 2012 2015 TO 2022 2024 TO 2026 2029 2032 TO 2036 5003 5006 UNI GY -14.3
524 1023 2023 3024 5003 5006 5009 UNI GY -19
1037 TO 1039 3001 TO 3006 3009 TO 3012 3018 TO 3021 3023 3025 3027 3030
3033 3034 TO 3037 UNI GY -4.6
513 5009 UNI GY -5.8
3013 3016 3017 3024 UNI GY -9.6
FLOOR LOAD
*head room
YRANGE 14.3 14.3 FLOAD -4.625 XRANGE 7.15 10.23 ZRANGE 9 14.13 GY

*terrace over halls

YRANGE 11.8 11.8 FLOAD -4.625 XRANGE 0 5.01 ZRANGE 0 14.07 GY
YRANGE 11.8 11.8 FLOAD -4.625 XRANGE 12.37 17.38 ZRANGE 0 14.07 GY
*terrace corridor
YRANGE 11.8 11.8 FLOAD -4.625 XRANGE 0 17.38 ZRANGE 14.07 16.07 GY
YRANGE 11.8 11.8 FLOAD -4.625 XRANGE 5.01 12.37 ZRANGE 14.07 17.83
GY
*GF & FF over halls
YRANGE 4.6 8.2 FLOAD -4.625 XRANGE 0 5.01 ZRANGE 0 14.07 GY
YRANGE 4.6 8.2 FLOAD -4.625 XRANGE 12.37 17.38 ZRANGE 0 14.07 GY
*GF & FF corridor
YRANGE 4.6 8.2 FLOAD -4.625 XRANGE 0 17.38 ZRANGE 14.07 16.07 GY
YRANGE 4.6 8.2 FLOAD -4.625 XRANGE 5.01 12.37 ZRANGE 14.07 17.83 GY
*portico
YRANGE 4.6 4.6 FLOAD -4.625 XRANGE 6.77 10.23 ZRANGE 17.83 19.03 GY
LOAD 10 LOADTYPE Live TITLE LIVE LOAD
MEMBER LOAD
524 1023 2023 3024 5003 5006 5009 UNI GY -10
FLOOR LOAD
*head room
YRANGE 14.3 14.3 FLOAD -1.5 XRANGE 7.15 10.23 ZRANGE 9 14.13 GY
*terrace over halls
YRANGE 11.8 11.8 FLOAD -1.5 XRANGE 0 5.01 ZRANGE 0 14.07 GY
YRANGE 11.8 11.8 FLOAD -1.5 XRANGE 12.37 17.38 ZRANGE 0 14.07 GY
*terrace corridor
YRANGE 11.8 11.8 FLOAD -1.5 XRANGE 0 17.38 ZRANGE 14.07 16.07 GY
YRANGE 11.8 11.8 FLOAD -1.5 XRANGE 5.01 12.37 ZRANGE 14.07 17.83 GY
*GF & FF over halls
YRANGE 4.6 8.2 FLOAD -2 XRANGE 0 5.01 ZRANGE 0 14.07 GY
YRANGE 4.6 8.2 FLOAD -2 XRANGE 12.37 17.38 ZRANGE 0 14.07 GY
*GF & FF corridor
YRANGE 4.6 8.2 FLOAD -4 XRANGE 0 17.38 ZRANGE 14.07 16.07 GY
YRANGE 4.6 8.2 FLOAD -4 XRANGE 5.01 12.37 ZRANGE 14.07 17.83 GY
*portico
YRANGE 4.6 4.6 FLOAD -1.5 XRANGE 7.15 10.23 ZRANGE 17.83 19.03 GY
*LOAD COMBINATION FOR DESIGN CONSIDERATION
LOAD COMB 11 DL+LL
9 1.5 10 1.5
LOAD COMB 12 DL + WL(+X)
9 1.5 5 1.5
LOAD COMB 13 DL + WL(-X)
9 1.5 6 1.5
LOAD COMB 14 DL + WL(+Z)
9 1.5 7 1.5
LOAD COMB 15 DL + WL(-Z)
9 1.5 8 1.5
LOAD COMB 16 DL+EL(+X)
9 1.5 1 1.5
LOAD COMB 17 DL+EL(-X)
9 1.5 2 1.5

LOAD COMB 18 DL+EL(+Z)

9 1.5 3 1.5
LOAD COMB 19 DL+EL(-Z)
9 1.5 4 1.5
LOAD COMB 20 DL+LL+WL(+X)
9 1.2 10 1.2 5 1.2
LOAD COMB 21 DL+LL+WL(-X)
9 1.2 10 1.2 6 1.2
LOAD COMB 22 DL+LL+WL(+Z)
9 1.2 10 1.2 7 1.2
LOAD COMB 23 DL+LL+WL(-Z)
9 1.2 10 1.2 8 1.2
LOAD COMB 24 DL+LL+EL(+X)
9 1.2 10 1.2 1 1.2
LOAD COMB 25 DL+LL+EL(-X)
9 1.2 10 1.2 2 1.2
LOAD COMB 26 DL+LL+EL(+Z)
9 1.2 10 1.2 3 1.2
LOAD COMB 27 DL+LL+EL(-Z)
9 1.2 10 1.2 4 1.2
LOAD COMB 28 DL+EL(+X)
9 0.9 1 1.5
LOAD COMB 29 DL+EL(-X)
9 0.9 2 1.5
LOAD COMB 30 DL+EL(+Z)
9 0.9 3 1.5
LOAD COMB 31 DL+EL(-Z)
9 0.9 4 1.5
LOAD COMB 32 DL + WL(+X)
9 0.9 5 1.5
LOAD COMB 33 DL + WL(-X)
9 0.9 6 1.5
LOAD COMB 34 DL + WL(+Z)
9 0.9 7 1.5
LOAD COMB 35 DL + WL(-Z)
9 0.9 8 1.5
**********
*LOAD COMBINATIONS FOR SERVICEBILITY CONSIDERATION
LOAD COMB 36 DL+LL
9 1.0 10 1.0
LOAD COMB 37 DL + WL(+X)
9 1.0 5 1.0
LOAD COMB 38 DL + WL(-X)
9 1.0 6 1.0
LOAD COMB 39 DL + WL(+Z)
9 1.0 7 1.0
LOAD COMB 40 DL + WL(-Z)
9 1.0 8 1.0
LOAD COMB 41 DL+EL(+X)
9 1.0 1 1.0

LOAD COMB 42 DL+EL(-X)

9 1.0 2 1.0
LOAD COMB 43 DL+EL(+Z)
9 1.0 3 1.0
LOAD COMB 44 DL+EL(-Z)
9 1.0 4 1.0
LOAD COMB 45 DL+LL+WL(+X)
9 1.0 10 1.0 5 1.0
LOAD COMB 46 DL+LL+WL(-X)
9 1.0 10 1.0 6 1.0
LOAD COMB 47 DL+LL+WL(+Z)
9 1.0 10 1.0 7 1.0
LOAD COMB 48 DL+LL+WL(-Z)
9 1.0 10 1.0 8 1.0
LOAD COMB 49 DL+LL+EL(+X)
9 1.0 10 1.0 1 1.0
LOAD COMB 50 DL+LL+EL(-X)
9 1.0 10 1.0 2 1.0
LOAD COMB 51 DL+LL+EL(+Z)
9 1.0 10 1.0 3 1.0
LOAD COMB 52 DL+LL+EL(-Z)
9 1.0 10 1.0 4 1.0
PDELTA ANALYSIS
LOAD LIST 36
PRINT SUPPORT REACTION
LOAD LIST 11 TO 35
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
FC 20 ALL
FYMAIN 415 ALL
FYSEC 415 ALL
DESIGN BEAM 501 TO 537 1001 TO 1039 2001 TO 2036 3001 TO 3037 4001 TO
4004 5003 5006 5009
DESIGN COLUMN 1 TO 26 101 TO 126 201 TO 226 301 TO 326 409 410 417 418
10109 10110 TO 10114
CONCRETE TAKE
END CONCRETE DESIGN
FINISH