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****************************************************

* *

* STAAD.Pro *

* Version 2007 Build 04 *

* Proprietary Program of *

* Research Engineers, Intl. *

* Date= APR 27, 2013 *

* Time= 17:17: 0 ** *

* USER ID: student *

****************************************************

1. STAAD SPACENPUT FI LE: PUSH OVER ANALYSI S SESMI C wi t h. STD

2. START J OB I NFORMATI ON

3. ENGI NEER DATE 27- APR- 134. END J OB I NFORMATI ON

5. I NPUT WI DTH 796. UNI T METER KN7. J OI NT COORDI NATES

8. 1 0 0 0; 2 6 0 0; 3 12 0 0; 4 18 0 0; 5 24 0 0; 6 0 3 0; 7 6 3 0; 8 12 3 09. 9 18 3 0; 10 24 3 0; 11 0 6 0; 12 6 6 0; 13 12 6 0; 14 18 6 0; 15 24 6 0

10. 16 0 9 0; 17 6 9 0; 18 12 9 0; 19 18 9 0; 20 24 9 0; 21 0 12 0; 22 6 12 0

11. 23 12 12 0; 24 18 12 0; 25 24 12 0; 26 0 15 0; 27 6 15 0; 28 12 15 012. 29 18 15 0; 30 24 15 0

13. MEMBER I NCI DENCES14. 1 1 6; 2 2 7; 3 3 8; 4 4 9; 5 5 10; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 6 1115. 11 7 12; 12 8 13; 13 9 14; 14 10 15; 15 11 12; 16 12 13; 17 13 14; 18 14 15

16. 19 11 16; 20 12 17; 21 13 18; 22 14 19; 23 15 20; 24 16 17; 25 17 18; 26 18 1917. 27 19 20; 28 16 21; 29 17 22; 30 18 23; 31 19 24; 32 20 25; 33 21 22; 34 22 2318. 35 23 24; 36 24 25; 37 21 26; 38 22 27; 39 23 28; 40 24 29; 41 25 30; 42 26 27

19. 43 27 28; 44 28 29; 45 29 3020. DEFI NE MATERI AL START

21. I SOTROPI C CONCRETE

22. E 2. 5E+00723. POI SSON 0. 2

24. DENSI TY 2525. ALPHA 1E- 00526. DAMP 0. 05

27. END DEFI NE MATERI AL28. MEMBER PROPERTY I NDI AN

29. 1 TO 5 10 TO 14 19 TO 23 28 TO 32 37 TO 41 PRI S YD 0. 4 ZD 0. 430. 6 TO 9 15 TO 18 24 TO 27 33 TO 36 42 TO 45 PRI S YD 0. 4 ZD 0. 331. CONSTANTS

32. MATERI AL CONCRETE ALL33. SUPPORTS34. 1 TO 5 FI XED

35. DEFI NE 1893 LOAD36. ZONE 0. 36 RF 5 I 1 SS 2 ST 1 DM 0. 05

37. SELFWEI GHT 138. MEMBER WEI GHT39. 6 TO 9 15 TO 18 24 TO 27 33 TO 36 42 TO 45 UNI 13. 125

40. 6 TO 9 15 TO 18 24 TO 27 33 TO 36 UNI 6

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41. LOAD 1 LOADTYPE SEI SMI C TI TLE SLX

NOTE : FOR SOFT STORY CHECKING WRITE "CHECK SOFT STORY" AT THE

END OF LOADING UNDER DEFINE 1893 LOAD DEFINITION.

42. 1893 LOAD X 143. *LOAD 2 LOADTYPE SEI SMI C TI TLE SLZ

44. *1893 LOAD Z 1

45. LOAD 2 LOADTYPE DEAD TI TLE D. L46. SELFWEI GHT Y - 1 LI ST 1 TO 45

47. MEMBER LOAD48. 6 TO 9 15 TO 18 24 TO 27 33 TO 36 42 TO 45 UNI GY - 13. 12549. LOAD 3 LOADTYPE LI VE REDUCI BLE TI TLE L. L

50. MEMBER LOAD51. 6 TO 9 15 TO 18 24 TO 27 33 TO 36 UNI GY - 12

52. 42 TO 45 UNI GY - 4. 553. LOAD COMB 4 1. 5( D. L+L. L)54. 2 1. 5 3 1. 5

55. LOAD COMB 5 1. 2( D. L+L. L+SLX)56. 1 1. 2 2 1. 2 3 1. 2

57. LOAD COMB 6 1. 2( D. L+L. L- SLX)58. 1 - 1. 2 2 1. 2 3 1. 259. LOAD COMB 7 1. 5( D. L+SLX)

60. 1 1. 5 2 1. 561. LOAD COMB 8 1. 5( D. L- SLX)62. 1 - 1. 5 2 1. 5

63. LOAD COMB 9 0. 9D. L+1. 5SLX64. 1 1. 5 2 0. 9

65. LOAD COMB 10 0. 9D. L- 1. 5SLX66. 1 - 1. 5 2 0. 967. PERFORM ANALYSI S PRI NT ALL

P R O B L E M S T A T I S T I C S

-----------------------------------

 NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 30/ 45/ 5

SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER 

ORIGINAL/FINAL BAND-WIDTH= 5/ 5/ 36 DOF

TOTAL PRIMARY LOAD CASES = 3, TOTAL DEGREES OF FREEDOM = 150

SIZE OF STIFFNESS MATRIX = 6 DOUBLE KILO-WORDS

REQRD/AVAIL. DISK SPACE = 12.1/ 78115.6 MB

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LOADI NG 1 LOADTYPE SEI SMI C TI TLE SLX

- - - - - - - - - - -

LOADI NG 2 LOADTYPE DEAD TI TLE D. L- - - - - - - - - - -

SELFWEI GHT Y - 1. 000

ACTUAL WEI GHT OF THE STRUCTURE = 660. 000 KN

MEMBER LOAD - UNI T KN METE

MEMBER UDL L1 L2 CON L LI N1 LI N2

6 - 13. 1250 GY 0. 00 6. 00

7 - 13. 1250 GY 0. 00 6. 008 - 13. 1250 GY 0. 00 6. 00

9 - 13. 1250 GY 0. 00 6. 0015 - 13. 1250 GY 0. 00 6. 0016 - 13. 1250 GY 0. 00 6. 00

17 - 13. 1250 GY 0. 00 6. 0018 - 13. 1250 GY 0. 00 6. 0024 - 13. 1250 GY 0. 00 6. 00

25 - 13. 1250 GY 0. 00 6. 0026 - 13. 1250 GY 0. 00 6. 00

27 - 13. 1250 GY 0. 00 6. 0033 - 13. 1250 GY 0. 00 6. 0034 - 13. 1250 GY 0. 00 6. 00

35 - 13. 1250 GY 0. 00 6. 0036 - 13. 1250 GY 0. 00 6. 0042 - 13. 1250 GY 0. 00 6. 00

43 - 13. 1250 GY 0. 00 6. 0044 - 13. 1250 GY 0. 00 6. 00

45 - 13. 1250 GY 0. 00 6. 00

LOADI NG 3 LOADTYPE LI VE REDUCI BLE TI TLE L. L- - - - - - - - - - -

MEMBER LOAD - UNI T KN METE

MEMBER UDL L1 L2 CON L LI N1 LI N2

6 - 12. 0000 GY 0. 00 6. 007 - 12. 0000 GY 0. 00 6. 008 - 12. 0000 GY 0. 00 6. 00

9 - 12. 0000 GY 0. 00 6. 0015 - 12. 0000 GY 0. 00 6. 00

16 - 12. 0000 GY 0. 00 6. 0017 - 12. 0000 GY 0. 00 6. 0018 - 12. 0000 GY 0. 00 6. 00

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24 - 12. 0000 GY 0. 00 6. 0025 - 12. 0000 GY 0. 00 6. 0026 - 12. 0000 GY 0. 00 6. 00

27 - 12. 0000 GY 0. 00 6. 0033 - 12. 0000 GY 0. 00 6. 0034 - 12. 0000 GY 0. 00 6. 00

35 - 12. 0000 GY 0. 00 6. 0036 - 12. 0000 GY 0. 00 6. 00

42 - 4. 5000 GY 0. 00 6. 00

43 - 4. 5000 GY 0. 00 6. 0044 - 4. 5000 GY 0. 00 6. 00

45 - 4. 5000 GY 0. 00 6. 00

**WARNI NG: I F THI S UBC/ I BC ANALYSI S HAS TENSI ON/ COMPRESSI ON

OR REPEAT LOAD OR RE- ANALYSI S OR SELECT OPTI MI ZE, THEN EACHUBC/ I BC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSI S CHANGE.

********************************************************** *

* TI ME PERI OD FOR X 1893 LOADI NG = 0. 57165 SEC ** SA/ G PER 1893= 2. 379, LOAD FACTOR= 1. 000 ** FACTOR V PER 1893= 0. 0856 X 2811. 00 *

* **********************************************************

 J OI NT LATERAL TORSI ONAL LOAD - 1LOAD ( KN ) MOMENT ( KN - METE) FACTOR - 1. 000

- - - - - - - - - - - - - - - - - - - - -

6 FX 0. 670 MY 0. 000

7 FX 1. 238 MY 0. 0008 FX 1. 238 MY 0. 0009 FX 1. 238 MY 0. 000

10 FX 0. 670 MY 0. 000- - - - - - - - - - - - - - - - - - - - - -

TOTAL = 5. 054 0. 000 AT LEVEL 3. 000 METE

11 FX 2. 681 MY 0. 000

12 FX 4. 951 MY 0. 00013 FX 4. 951 MY 0. 00014 FX 4. 951 MY 0. 000

15 FX 2. 681 MY 0. 000- - - - - - - - - - - - - - - - - - - - - -

TOTAL = 20. 215 0. 000 AT LEVEL 6. 000 METE

16 FX 6. 032 MY 0. 000

17 FX 11. 140 MY 0. 00018 FX 11. 140 MY 0. 00019 FX 11. 140 MY 0. 000

20 FX 6. 032 MY 0. 000- - - - - - - - - - - - - - - - - - - - - -

TOTAL = 45. 483 0. 000 AT LEVEL 9. 000 METE

21 FX 10. 723 MY 0. 000

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22 FX 19. 804 MY 0. 00023 FX 19. 804 MY 0. 00024 FX 19. 804 MY 0. 000

25 FX 10. 723 MY 0. 000- - - - - - - - - - - - - - - - - - - - - -

TOTAL = 80. 858 0. 000 AT LEVEL 12. 000 METE

26 FX 11. 624 MY 0. 000

27 FX 21. 965 MY 0. 000

28 FX 21. 965 MY 0. 00029 FX 21. 965 MY 0. 000

30 FX 11. 624 MY 0. 000- - - - - - - - - - - - - - - - - - - - - -

TOTAL = 89. 144 0. 000 AT LEVEL 15. 000 METE

OR LOADI NG - 1APPLI ED J OI NT EQUI VALENT LOADS

J OI NT FORCE- X FORCE- Y FORCE- Z MOM- X MOM- Y MOM- Z6 6. 70185E- 01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+007 1. 23776E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

8 1. 23776E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+009 1. 23776E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

10 6. 70185E- 01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

11 2. 68074E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0012 4. 95103E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

13 4. 95103E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0014 4. 95103E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0015 2. 68074E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

16 6. 03166E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0017 1. 11398E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0018 1. 11398E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

19 1. 11398E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0020 6. 03166E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

21 1. 07230E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

22 1. 98041E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0023 1. 98041E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

24 1. 98041E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0025 1. 07230E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0026 1. 16240E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

27 2. 19654E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0028 2. 19654E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

29 2. 19654E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0030 1. 16240E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

STATI C LOAD/ REACTI ON/ EQUI LI BRI UM SUMMARY FOR CASE NO. 1LOADTYPE SEI SMI C TI TLE SLX

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CENTER OF FORCE BASED ON X FORCES ONLY ( METE) .( FORCES I N NON- GLOBAL DI RECTI ONS WI LL I NVALI DATE RESULTS)

X = 0. 119999998E+02Y = 0. 118513589E+02

Z = 0. 000000000E+00

***TOTAL APPLI ED LOAD ( KN METE ) SUMMARY ( LOADI NG 1 )

SUMMATI ON FORCE- X = 240. 75SUMMATI ON FORCE- Y = 0. 00

SUMMATI ON FORCE- Z = 0. 00

SUMMATI ON OF MOMENTS AROUND THE ORI GI N-

MX= 0. 00 MY= 0. 00 MZ= - 2853. 26

***TOTAL REACTI ON LOAD( KN METE ) SUMMARY ( LOADI NG 1 )SUMMATI ON FORCE- X = - 240. 75

SUMMATI ON FORCE- Y = 0. 00SUMMATI ON FORCE- Z = 0. 00

SUMMATI ON OF MOMENTS AROUND THE ORI GI N-MX= 0. 00 MY= 0. 00 MZ= 2853. 26

MAXI MUM DI SPLACEMENTS ( CM / RADI ANS) ( LOADI NG 1)

MAXI MUMS AT NODEX = 3. 03854E+00 30

Y = - 1. 93227E- 02 30Z = 0. 00000E+00 0RX= 0. 00000E+00 0

RY= 0. 00000E+00 0RZ= - 2. 28461E- 03 11

EXTERNAL AND I NTERNAL J OI NT LOAD SUMMARY ( KN METE ) -

 J T EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/

I NT FX I NT FY I NT FZ I NT MX I NT MY I NT MZ

SUPPORT=1

1 0. 00 0. 00 0. 00 0. 00 0. 00 0. 0040. 55 100. 56 0. 00 0. 00 0. 00 - 97. 75 111111

2 0. 00 0. 00 0. 00 0. 00 0. 00 0. 0053. 43 - 7. 22 0. 00 0. 00 0. 00 - 110. 49 111111

3 0. 00 0. 00 0. 00 0. 00 0. 00 0. 0052. 79 0. 00 0. 00 0. 00 0. 00 - 109. 91 111111

4 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00

53. 43 7. 22 0. 00 0. 00 0. 00 - 110. 49 111111

5 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00

40. 55 - 100. 56 0. 00 0. 00 0. 00 - 97. 75 111111

OR LOADI NG - 2

APPLI ED J OI NT EQUI VALENT LOADSJ OI NT FORCE- X FORCE- Y FORCE- Z MOM- X MOM- Y MOM- Z

1 0. 00000E+00- 6. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

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APPLI ED J OI NT EQUI VALENT LOADSJ OI NT FORCE- X FORCE- Y FORCE- Z MOM- X MOM- Y MOM- Z

2 0. 00000E+00- 6. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

3 0. 00000E+00- 6. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+004 0. 00000E+00- 6. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+005 0. 00000E+00- 6. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

6 0. 00000E+00- 6. 03750E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 4. 83750E+017 0. 00000E+00- 1. 08750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00 3. 44802E- 06

8 0. 00000E+00- 1. 08750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 44802E- 06

9 0. 00000E+00- 1. 08750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00 1. 03441E- 0510 0. 00000E+00- 6. 03750E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 4. 83750E+01

11 0. 00000E+00- 6. 03750E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 4. 83750E+0112 0. 00000E+00- 1. 08750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00 3. 44802E- 0613 0. 00000E+00- 1. 08750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 44802E- 06

14 0. 00000E+00- 1. 08750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00 1. 03441E- 0515 0. 00000E+00- 6. 03750E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 4. 83750E+01

16 0. 00000E+00- 6. 03750E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 4. 83750E+0117 0. 00000E+00- 1. 08750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00 3. 44802E- 0618 0. 00000E+00- 1. 08750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 44802E- 06

19 0. 00000E+00- 1. 08750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00 1. 03441E- 0520 0. 00000E+00- 6. 03750E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 4. 83750E+01

21 0. 00000E+00- 6. 03750E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 4. 83750E+0122 0. 00000E+00- 1. 08750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00 3. 44802E- 0623 0. 00000E+00- 1. 08750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 44802E- 06

24 0. 00000E+00- 1. 08750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00 1. 03441E- 0525 0. 00000E+00- 6. 03750E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 4. 83750E+0126 0. 00000E+00- 5. 43750E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 4. 83750E+01

27 0. 00000E+00- 1. 02750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00 3. 44802E- 0628 0. 00000E+00- 1. 02750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 44802E- 06

29 0. 00000E+00- 1. 02750E+02 0. 00000E+00 0. 00000E+00 0. 00000E+00 1. 03441E- 0530 0. 00000E+00- 5. 43750E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 4. 83750E+01

STATI C LOAD/ REACTI ON/ EQUI LI BRI UM SUMMARY FOR CASE NO. 2LOADTYPE DEAD TI TLE D. L

CENTER OF FORCE BASED ON Y FORCES ONLY ( METE) .

( FORCES I N NON- GLOBAL DI RECTI ONS WI LL I NVALI DATE RESULTS)

X = 0. 119999999E+02

Y = 0. 879865783E+01Z = 0. 000000000E+00

***TOTAL APPLI ED LOAD ( KN METE ) SUMMARY ( LOADI NG 2 )SUMMATI ON FORCE- X = 0. 00

SUMMATI ON FORCE- Y = - 2235. 00SUMMATI ON FORCE- Z = 0. 00

SUMMATI ON OF MOMENTS AROUND THE ORI GI N-MX= 0. 00 MY= 0. 00 MZ= - 26820. 00

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***TOTAL REACTI ON LOAD( KN METE ) SUMMARY ( LOADI NG 2 )SUMMATI ON FORCE- X = 0. 00

SUMMATI ON FORCE- Y = 2235. 00SUMMATI ON FORCE- Z = 0. 00

SUMMATI ON OF MOMENTS AROUND THE ORI GI N-MX= 0. 00 MY= 0. 00 MZ= 26820. 00

MAXI MUM DI SPLACEMENTS ( CM / RADI ANS) ( LOADI NG 2)

MAXI MUMS AT NODEX = - 8. 36576E- 03 30Y = - 1. 21230E- 01 27

Z = 0. 00000E+00 0RX= 0. 00000E+00 0

RY= 0. 00000E+00 0RZ= - 5. 26944E- 04 26

EXTERNAL AND I NTERNAL J OI NT LOAD SUMMARY ( KN METE ) -

 J T EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/

I NT FX I NT FY I NT FZ I NT MX I NT MY I NT MZ

SUPPORT=1

1 0. 00 - 6. 00 0. 00 0. 00 0. 00 0. 00- 9. 38 - 291. 23 0. 00 0. 00 0. 00 9. 42 111111

2 0. 00 - 6. 00 0. 00 0. 00 0. 00 0. 000. 14 - 542. 42 0. 00 0. 00 0. 00 0. 00 111111

3 0. 00 - 6. 00 0. 00 0. 00 0. 00 0. 000. 00 - 537. 71 0. 00 0. 00 0. 00 0. 00 111111

4 0. 00 - 6. 00 0. 00 0. 00 0. 00 0. 00

- 0. 14 - 542. 42 0. 00 0. 00 0. 00 0. 00 111111

5 0. 00 - 6. 00 0. 00 0. 00 0. 00 0. 00

9. 38 - 291. 23 0. 00 0. 00 0. 00 - 9. 42 111111

OR LOADI NG - 3

APPLI ED J OI NT EQUI VALENT LOADSJ OI NT FORCE- X FORCE- Y FORCE- Z MOM- X MOM- Y MOM- Z

6 0. 00000E+00- 3. 60000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 60000E+017 0. 00000E+00- 7. 20000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+008 0. 00000E+00- 7. 20000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 44802E- 06

9 0. 00000E+00- 7. 20000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 6. 89605E- 0610 0. 00000E+00- 3. 60000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 3. 60000E+0111 0. 00000E+00- 3. 60000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 60000E+01

12 0. 00000E+00- 7. 20000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0013 0. 00000E+00- 7. 20000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 44802E- 06

14 0. 00000E+00- 7. 20000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 6. 89605E- 0615 0. 00000E+00- 3. 60000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 3. 60000E+0116 0. 00000E+00- 3. 60000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 60000E+01

17 0. 00000E+00- 7. 20000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+0018 0. 00000E+00- 7. 20000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 44802E- 0619 0. 00000E+00- 7. 20000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 6. 89605E- 06

20 0. 00000E+00- 3. 60000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 3. 60000E+0121 0. 00000E+00- 3. 60000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 60000E+01

22 0. 00000E+00- 7. 20000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 0. 00000E+00

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APPLI ED J OI NT EQUI VALENT LOADSJ OI NT FORCE- X FORCE- Y FORCE- Z MOM- X MOM- Y MOM- Z

23 0. 00000E+00- 7. 20000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 3. 44802E- 06

24 0. 00000E+00- 7. 20000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 6. 89605E- 0625 0. 00000E+00- 3. 60000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 3. 60000E+0126 0. 00000E+00- 1. 35000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 1. 35000E+01

27 0. 00000E+00- 2. 70000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 8. 62006E- 0728 0. 00000E+00- 2. 70000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00- 8. 62006E- 07

29 0. 00000E+00- 2. 70000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 4. 31003E- 06

30 0. 00000E+00- 1. 35000E+01 0. 00000E+00 0. 00000E+00 0. 00000E+00 1. 35000E+01

STATI C LOAD/ REACTI ON/ EQUI LI BRI UM SUMMARY FOR CASE NO. 3LOADTYPE LI VE REDUCI BLE TI TLE L. L

CENTER OF FORCE BASED ON Y FORCES ONLY ( METE) .

( FORCES I N NON- GLOBAL DI RECTI ONS WI LL I NVALI DATE RESULTS)

X = 0. 119999998E+02

Y = 0. 814285721E+01Z = 0. 000000000E+00

***TOTAL APPLI ED LOAD ( KN METE ) SUMMARY ( LOADI NG 3 )SUMMATI ON FORCE- X = 0. 00

SUMMATI ON FORCE- Y = - 1260. 00SUMMATI ON FORCE- Z = 0. 00

SUMMATI ON OF MOMENTS AROUND THE ORI GI N-MX= 0. 00 MY= 0. 00 MZ= - 15120. 00

***TOTAL REACTI ON LOAD( KN METE ) SUMMARY ( LOADI NG 3 )

SUMMATI ON FORCE- X = 0. 00SUMMATI ON FORCE- Y = 1260. 00SUMMATI ON FORCE- Z = 0. 00

SUMMATI ON OF MOMENTS AROUND THE ORI GI N-

MX= 0. 00 MY= 0. 00 MZ= 15120. 00

MAXI MUM DI SPLACEMENTS ( CM / RADI ANS) ( LOADI NG 3)MAXI MUMS AT NODE

X = - 3. 74137E- 03 30

Y = - 6. 45384E- 02 27Z = 0. 00000E+00 0

RX= 0. 00000E+00 0RY= 0. 00000E+00 0RZ= - 1. 93702E- 04 6

EXTERNAL AND I NTERNAL J OI NT LOAD SUMMARY ( KN METE ) -

 J T EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/I NT FX I NT FY I NT FZ I NT MX I NT MY I NT MZ

SUPPORT=1

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1 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00- 6. 95 - 154. 94 0. 00 0. 00 0. 00 6. 99 111111

2 0. 00 0. 00 0. 00 0. 00 0. 00 0. 000. 12 - 317. 53 0. 00 0. 00 0. 00 - 0. 01 111111

3 0. 00 0. 00 0. 00 0. 00 0. 00 0. 000. 00 - 315. 06 0. 00 0. 00 0. 00 0. 00 111111

4 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00- 0. 12 - 317. 53 0. 00 0. 00 0. 00 0. 01 111111

5 0. 00 0. 00 0. 00 0. 00 0. 00 0. 006. 95 - 154. 94 0. 00 0. 00 0. 00 - 6. 99 111111

LOAD COMBI NATI ON NO. 41. 5( D. L+L. L)

LOADI NG- 2. 3.FACTOR - 1. 50 1. 50

LOAD COMBI NATI ON NO. 51. 2(D. L+L. L+SLX)

LOADI NG- 1. 2. 3.FACTOR - 1. 20 1. 20 1. 20

LOAD COMBI NATI ON NO. 6

1. 2( D. L+L. L- SLX)

LOADI NG- 1. 2. 3.

FACTOR - - 1. 20 1. 20 1. 20

LOAD COMBI NATI ON NO. 7

1. 5(D. L+SLX)

LOADI NG- 1. 2.

FACTOR - 1. 50 1. 50

LOAD COMBI NATI ON NO. 81. 5( D. L- SLX)

LOADI NG- 1. 2.FACTOR - - 1. 50 1. 50

LOAD COMBI NATI ON NO. 90. 9D. L+1. 5SLX

LOADI NG- 1. 2.FACTOR - 1. 50 0. 90

LOAD COMBI NATI ON NO. 10

0. 9D. L- 1. 5SLX

LOADI NG- 1. 2.

FACTOR - - 1. 50 0. 90

** ** ** ** ** ** END OF DATA FROM I NTERNAL STORAGE ** ** ** ** ** **

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68. START CONCRETE DESI GN69. CODE I NDI AN70. DESI GN BEAM 6 TO 9 15 TO 18 24 TO 27 33 TO 36 42 TO 45

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============================================================================B E A M N O. 6 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 1734. 77 402. 79 0. 00 368. 41 1817. 55

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 624. 92 600. 48 548. 78 487. 86 499. 90REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 6- 20í 3- 20í 2- 20í 3- 20í 6- 20í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 6- 12í 6- 12í 5- 12í 5- 12í 5- 12í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 

REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 109. 25 MX = 0. 00 LD= 6

Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 114. 47 MX = 0. 00 LD= 5Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 7 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

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SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 1747. 66 359. 19 226. 73 361. 24 1742. 92

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 546. 10 475. 04 505. 79 481. 47 467. 64

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 9- 16í 3- 16í 3- 16í 3- 16í 9- 16í 

REI NF. 2 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 2 l ayer ( s)

BOTTOM 7- 10í 7- 10í 7- 10í 7- 10í 6- 10í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 

REI NF. @ 260 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 260 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 109. 48 MX = 0. 00 LD= 6

Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 109. 18 MX = 0. 00 LD= 5Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 8 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOP 1742. 92 361. 24 0. 00 359. 19 1747. 66REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 548. 63 481. 47 505. 79 475. 04 460. 70REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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SUMMARY OF PROVI DED REI NF. AREA- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 9- 16í 3- 16í 2- 16í 3- 16í 9- 16í 

REI NF. 2 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 2 l ayer ( s)

BOTTOM 7- 10í 7- 10í 7- 10í 7- 10í 6- 10í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í REI NF. @ 260 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 260 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORT

VY = 109. 18 MX = 0. 00 LD= 6Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORTVY = - 109. 48 MX = 0. 00 LD= 5

Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 9 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 1817. 55 368. 41 226. 73 402. 79 1734. 77

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 581. 12 487. 86 548. 78 600. 48 622. 74

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOP 6- 20í 3- 20í 3- 20í 3- 20í 6- 20í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 6- 12í 5- 12í 5- 12í 6- 12í 6- 12í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 114. 47 MX = 0. 00 LD= 6Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 109. 25 MX = 0. 00 LD= 5

Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 15 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 1820. 18 464. 82 0. 00 419. 29 1844. 88

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 729. 58 646. 34 538. 28 549. 92 619. 95REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOP 6- 20í 3- 20í 2- 20í 3- 20í 6- 20í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 10- 10í 9- 10í 7- 10í 8-10í 8- 10í REI NF. 2 l ayer( s) 2 l ayer ( s) 1 l ayer ( s) 2 l ayer( s) 2 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 

REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 113. 56 MX = 0. 00 LD= 6

Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 116. 59 MX = 0. 00 LD= 5Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

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============================================================================B E A M N O. 16 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 1829. 16 411. 62 226. 73 414. 46 1832. 63

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 621. 62 533. 74 507. 69 535. 14 575. 94REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 6- 20í 3- 20í 3- 20í 3- 20í 6- 20í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 3- 20í 3- 20í 3- 20í 3- 20í 3- 20í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 

REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 112. 71 MX = 0. 00 LD= 6

Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 112. 77 MX = 0. 00 LD= 5Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 17 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

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SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 1832. 63 414. 46 0. 00 411. 62 1829. 16

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 623. 22 535. 14 507. 69 533. 74 574. 73

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 6- 20í 3- 20í 2- 20í 3- 20í 6- 20í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 3- 20í 3- 20í 3- 20í 3- 20í 3- 20í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 

REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 112. 77 MX = 0. 00 LD= 6

Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 112. 71 MX = 0. 00 LD= 5Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 18 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOP 1846. 91 419. 29 227. 35 464. 82 1820. 18REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 662. 96 549. 92 538. 28 646. 34 729. 58REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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SUMMARY OF PROVI DED REI NF. AREA- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 6- 20í 3- 20í 3- 20í 3- 20í 6- 20í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 9-10í 8- 10í 7- 10í 9-10í 10- 10í 

REI NF. 2 l ayer( s) 2 l ayer ( s) 1 l ayer ( s) 2 l ayer( s) 2 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORT

VY = 116. 59 MX = 0. 00 LD= 6Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORTVY = - 113. 56 MX = 0. 00 LD= 5

Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 24 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 1748. 99 391. 44 0. 00 349. 06 1762. 92

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 605. 10 566. 79 548. 98 491. 73 490. 18

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOP 9- 16í 3- 16í 2- 16í 3- 16í 9- 16í REI NF. 2 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 2 l ayer ( s)

BOTTOM 3- 20í 3- 20í 3- 20í 3- 20í 3- 20í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í REI NF. @ 260 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 260 mm c/ c

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 109. 64 MX = 0. 00 LD= 6Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 111. 88 MX = 0. 00 LD= 5

Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 25 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 1730. 96 351. 48 227. 35 353. 35 1731. 83

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 534. 44 468. 13 505. 48 471. 19 449. 41REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOP 9- 16í 3- 16í 3- 16í 3- 16í 9- 16í REI NF. 2 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 2 l ayer ( s)

BOTTOM 7- 10í 6- 10í 7- 10í 6- 10í 6- 10í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 

REI NF. @ 260 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 260 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 108. 87 MX = 0. 00 LD= 6

Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 108. 83 MX = 0. 00 LD= 5Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

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============================================================================B E A M N O. 26 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 1731. 83 353. 35 0. 00 351. 48 1730. 96

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 536. 03 471. 19 505. 48 468. 13 446. 22REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 9- 16í 3- 16í 2- 16í 3- 16í 9- 16í 

REI NF. 2 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 2 l ayer ( s)

BOTTOM 7- 10í 6- 10í 7- 10í 6- 10í 6- 10í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 

REI NF. @ 260 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 260 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 108. 83 MX = 0. 00 LD= 6

Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 108. 87 MX = 0. 00 LD= 5Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 27 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

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STAAD SPACE - - PAGE NO. 21

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 1761. 49 349. 06 225. 51 391. 44 1747. 65

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 563. 50 488. 67 545. 51 563. 19 565. 44

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 9- 16í 3- 16í 3- 16í 3- 16í 9- 16í 

REI NF. 2 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 2 l ayer ( s)

BOTTOM 3- 16í 3- 16í 3- 16í 3- 16í 3- 16í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 

REI NF. @ 260 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 260 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 111. 88 MX = 0. 00 LD= 6

Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 109. 64 MX = 0. 00 LD= 5Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 33 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOP 1459. 09 252. 54 0. 00 227. 35 1478. 81REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 397. 47 392. 46 536. 14 354. 67 227. 35REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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SUMMARY OF PROVI DED REI NF. AREA- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 5- 20í 3- 20í 2- 20í 3- 20í 5- 20í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 6- 10í 5- 10í 7- 10í 5- 10í 3- 10í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORT

VY = 101. 73 MX = 0. 00 LD= 4Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORTVY = - 103. 72 MX = 0. 00 LD= 4

Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 34 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 1475. 35 230. 39 227. 35 233. 64 1488. 15

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 366. 12 348. 52 507. 46 344. 05 227. 35

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOP 5- 20í 3- 20í 3- 20í 3- 20í 5- 20í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 5- 10í 5- 10í 7- 10í 5- 10í 3- 10í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 102. 52 MX = 0. 00 LD= 4Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 102. 94 MX = 0. 00 LD= 4

Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 35 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 1488. 15 233. 64 0. 00 230. 39 1475. 35

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 366. 37 344. 05 507. 46 348. 52 227. 35REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOP 5- 20í 3- 20í 2- 20í 3- 20í 5- 20í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 5- 10í 5- 10í 7- 10í 5- 10í 3- 10í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 

REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 102. 94 MX = 0. 00 LD= 4

Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 102. 52 MX = 0. 00 LD= 4Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

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STAAD SPACE - - PAGE NO. 25

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 825. 80 226. 73 0. 00 226. 73 975. 59

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 226. 73 310. 66 418. 83 226. 73 0. 00

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 3- 25í 3- 25í 2- 25í 3- 25í 3- 25í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 3- 12í 3- 12í 4- 12í 3- 12í 2- 12í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 

REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 72. 07 MX = 0. 00 LD= 4

Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 78. 60 MX = 0. 00 LD= 4Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 43 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOP 916. 47 227. 35 227. 35 227. 35 910. 53REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 227. 35 227. 35 363. 60 227. 35 0. 00REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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STAAD SPACE - - PAGE NO. 26

SUMMARY OF PROVI DED REI NF. AREA- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 3- 20í 3- 20í 3- 20í 3- 20í 3- 20í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 3- 10í 3- 10í 5- 10í 3- 10í 2- 10í 

REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORT

VY = 75. 35 MX = 0. 00 LD= 4Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORTVY = - 75. 31 MX = 0. 00 LD= 4

Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 44 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 910. 53 227. 35 0. 00 227. 35 916. 47

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 227. 35 227. 35 363. 60 227. 35 0. 00

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOP 3- 20í 3- 20í 2- 20í 3- 20í 3- 20í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 3- 10í 3- 10í 5- 10í 3- 10í 2- 10í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 75. 31 MX = 0. 00 LD= 4Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 75. 35 MX = 0. 00 LD= 4

Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

============================================================================B E A M N O. 45 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 6000. 0 mm SI ZE: 300. 0 mm X 400. 0 mm COVER: 25. 0 mm

SUMMARY OF REI NF. AREA (Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TOP 975. 59 226. 73 226. 73 226. 73 825. 80

REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)

BOTTOM 226. 73 226. 73 418. 83 310. 66 226. 73REI NF. ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm) ( Sq. mm)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUMMARY OF PROVI DED REI NF. AREA

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SECTI ON 0. 0 mm 1500. 0 mm 3000. 0 mm 4500. 0 mm 6000. 0 mm

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TOP 3- 25í 3- 25í 3- 25í 3- 25í 3- 25í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

BOTTOM 3- 12í 3- 12í 4- 12í 3- 12í 3- 12í REI NF. 1 l ayer( s) 1 l ayer ( s) 1 l ayer ( s) 1 l ayer( s) 1 l ayer ( s)

SHEAR 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 2 l egged 8í 

REI NF. @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c @ 270 mm c/ c- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SHEAR DESI GN RESULTS AT DI STANCE d ( EFFECTI VE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM START SUPPORTVY = 78. 60 MX = 0. 00 LD= 4

Provi de 2 Legged 8í @ 270 mm c/ c

SHEAR DESI GN RESULTS AT 565. 0 mm AWAY FROM END SUPPORT

VY = - 72. 07 MX = 0. 00 LD= 4Provi de 2 Legged 8í @ 270 mm c/ c

============================================================================

***** *** *** *** *** *** END OF BEAM DESI GN RESULTS***** *** *** *** *** ***

71. DESI GN COLUMN 1 TO 5 10 TO 14 19 TO 23 28 TO 32 37 TO 41

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============================================================================

C O L U M N N O. 1 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 9 END J OI NT: 1 SHORT COLUMN

REQD. STEEL AREA : 2240. 84 Sq. mm.REQD. CONCRETE AREA: 157759. 16 Sq. mm.

MAI N REI NFORCEMENT : Provi de 20 - 12 di a. ( 1. 41%, 2261. 95 Sq. mm. )( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar t i es @ 190 mm c/ c

SECTI ON CAPACI TY BASED ON REI NFORCEMENT REQUI RED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Puz : 2827. 21 Muz1 : 140. 80 Muy1 : 140. 80

I NTERACTI ON RATI O: 1. 00 ( as per Cl . 39. 6, I S456: 2000)

SECTI ON CAPACI TY BASED ON REI NFORCEMENT PROVI DED ( KNS- MET)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -WORST LOAD CASE: 9

END J OI NT: 1 Puz : 2833. 49 Muz : 141. 80 Muy : 141. 80 I R: 0. 99============================================================================

============================================================================

C O L U M N N O. 2 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 10 END J OI NT: 2 SHORT COLUMN

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REQD. STEEL AREA : 2337. 97 Sq. mm.REQD. CONCRETE AREA: 157662. 03 Sq. mm.

MAI N REI NFORCEMENT : Provi de 12 - 16 di a. ( 1. 51%, 2412. 74 Sq. mm. )( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar t i es @ 255 mm c/ c

SECTI ON CAPACI TY BASED ON REI NFORCEMENT REQUI RED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Puz : 2856. 13 Muz1 : 176. 48 Muy1 : 176. 48

I NTERACTI ON RATI O: 0. 99 ( as per Cl . 39. 6, I S456: 2000)

SECTI ON CAPACI TY BASED ON REI NFORCEMENT PROVI DED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -WORST LOAD CASE: 10

END J OI NT: 2 Puz : 2878. 39 Muz : 180. 42 Muy : 180. 42 I R: 0. 97============================================================================

============================================================================

C O L U M N N O. 3 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 9 END J OI NT: 3 SHORT COLUMN

REQD. STEEL AREA : 2311. 38 Sq. mm.

REQD. CONCRETE AREA: 157688. 62 Sq. mm.MAI N REI NFORCEMENT : Provi de 12 - 16 di a. ( 1. 51%, 2412. 74 Sq. mm. )

( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar t i es @ 255 mm c/ c

SECTI ON CAPACI TY BASED ON REI NFORCEMENT REQUI RED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Puz : 2848. 21 Muz1 : 175. 78 Muy1 : 175. 78

I NTERACTI ON RATI O: 0. 99 ( as per Cl . 39. 6, I S456: 2000)

SECTI ON CAPACI TY BASED ON REI NFORCEMENT PROVI DED ( KNS- MET)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

WORST LOAD CASE: 10END J OI NT: 3 Puz : 2878. 39 Muz : 180. 81 Muy : 180. 81 I R: 0. 97

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============================================================================

============================================================================

C O L U M N N O. 4 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 9 END J OI NT: 4 SHORT COLUMN

REQD. STEEL AREA : 2337. 97 Sq. mm.REQD. CONCRETE AREA: 157662. 03 Sq. mm.

MAI N REI NFORCEMENT : Provi de 12 - 16 di a. ( 1. 51%, 2412. 74 Sq. mm. )( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar t i es @ 255 mm c/ c

SECTI ON CAPACI TY BASED ON REI NFORCEMENT REQUI RED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Puz : 2856. 13 Muz1 : 176. 48 Muy1 : 176. 48

I NTERACTI ON RATI O: 0. 99 ( as per Cl . 39. 6, I S456: 2000)

SECTI ON CAPACI TY BASED ON REI NFORCEMENT PROVI DED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -WORST LOAD CASE: 9

END J OI NT: 4 Puz : 2878. 39 Muz : 180. 42 Muy : 180. 42 I R: 0. 97============================================================================

============================================================================

C O L U M N N O. 5 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 10 END J OI NT: 5 SHORT COLUMN

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REQD. STEEL AREA : 2240. 84 Sq. mm.REQD. CONCRETE AREA: 157759. 16 Sq. mm.

MAI N REI NFORCEMENT : Provi de 20 - 12 di a. ( 1. 41%, 2261. 95 Sq. mm. )( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar t i es @ 190 mm c/ c

SECTI ON CAPACI TY BASED ON REI NFORCEMENT REQUI RED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Puz : 2827. 21 Muz1 : 140. 80 Muy1 : 140. 80

I NTERACTI ON RATI O: 1. 00 ( as per Cl . 39. 6, I S456: 2000)

SECTI ON CAPACI TY BASED ON REI NFORCEMENT PROVI DED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -WORST LOAD CASE: 10

END J OI NT: 5 Puz : 2833. 49 Muz : 141. 80 Muy : 141. 80 I R: 0. 99============================================================================

============================================================================

C O L U M N N O. 10 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 1 END J OI NT: 6 SHORT COLUMN

REQD. STEEL AREA : 1280. 00 Sq. mm.

REQD. CONCRETE AREA: 158720. 00 Sq. mm.MAI N REI NFORCEMENT : Provi de 12 - 12 di a. ( 0. 85%, 1357. 17 Sq. mm. )

( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar t i es @ 190 mm c/ c

SECTI ON CAPACI TY BASED ON REI NFORCEMENT REQUI RED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Puz : 2541. 12 Muz1 : 65. 15 Muy1 : 65. 15

I NTERACTI ON RATI O: 0. 83 ( as per Cl . 39. 6, I S456: 2000)

SECTI ON CAPACI TY BASED ON REI NFORCEMENT PROVI DED ( KNS- MET)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

WORST LOAD CASE: 8END J OI NT: 6 Puz : 2564. 10 Muz : 135. 00 Muy : 135. 00 I R: 0. 92

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============================================================================

============================================================================

C O L U M N N O. 11 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 9 END J OI NT: 7 SHORT COLUMN

REQD. STEEL AREA : 1712. 11 Sq. mm.REQD. CONCRETE AREA: 158287. 89 Sq. mm.

MAI N REI NFORCEMENT : Provi de 16 - 12 di a. ( 1. 13%, 1809. 56 Sq. mm. )( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar t i es @ 190 mm c/ c

SECTI ON CAPACI TY BASED ON REI NFORCEMENT REQUI RED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Puz : 2669. 78 Muz1 : 144. 35 Muy1 : 144. 35

I NTERACTI ON RATI O: 0. 99 ( as per Cl . 39. 6, I S456: 2000)

SECTI ON CAPACI TY BASED ON REI NFORCEMENT PROVI DED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -WORST LOAD CASE: 9

END J OI NT: 7 Puz : 2698. 80 Muz : 149. 10 Muy : 149. 10 I R: 0. 96============================================================================

============================================================================

C O L U M N N O. 12 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 9 END J OI NT: 8 SHORT COLUMN

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REQD. STEEL AREA : 1624. 28 Sq. mm.REQD. CONCRETE AREA: 158375. 72 Sq. mm.

MAI N REI NFORCEMENT : Provi de 16 - 12 di a. ( 1. 13%, 1809. 56 Sq. mm. )( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar t i es @ 190 mm c/ c

SECTI ON CAPACI TY BASED ON REI NFORCEMENT REQUI RED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Puz : 2643. 63 Muz1 : 139. 63 Muy1 : 139. 63

I NTERACTI ON RATI O: 1. 00 ( as per Cl . 39. 6, I S456: 2000)

SECTI ON CAPACI TY BASED ON REI NFORCEMENT PROVI DED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -WORST LOAD CASE: 10

END J OI NT: 8 Puz : 2698. 80 Muz : 148. 25 Muy : 148. 25 I R: 0. 94============================================================================

============================================================================

C O L U M N N O. 13 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 10 END J OI NT: 9 SHORT COLUMN

REQD. STEEL AREA : 1712. 11 Sq. mm.

REQD. CONCRETE AREA: 158287. 89 Sq. mm.MAI N REI NFORCEMENT : Provi de 16 - 12 di a. ( 1. 13%, 1809. 56 Sq. mm. )

( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar t i es @ 190 mm c/ c

SECTI ON CAPACI TY BASED ON REI NFORCEMENT REQUI RED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Puz : 2669. 78 Muz1 : 144. 35 Muy1 : 144. 35

I NTERACTI ON RATI O: 0. 99 ( as per Cl . 39. 6, I S456: 2000)

SECTI ON CAPACI TY BASED ON REI NFORCEMENT PROVI DED ( KNS- MET)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

WORST LOAD CASE: 10END J OI NT: 9 Puz : 2698. 80 Muz : 149. 10 Muy : 149. 10 I R: 0. 96

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============================================================================

============================================================================

C O L U M N N O. 14 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 7 END J OI NT: 10 SHORT COLUMN

REQD. STEEL AREA : 1154. 27 Sq. mm.REQD. CONCRETE AREA: 144283. 83 Sq. mm.

MAI N REI NFORCEMENT : Pr ovi de 4 - 20 di a. ( 0. 79%, 1256. 64 Sq. mm. )( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar t i es @ 300 mm c/ c

SECTI ON CAPACI TY BASED ON REI NFORCEMENT REQUI RED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Puz : 2503. 68 Muz1 : 125. 67 Muy1 : 125. 67

I NTERACTI ON RATI O: 0. 99 ( as per Cl . 39. 6, I S456: 2000)

SECTI ON CAPACI TY BASED ON REI NFORCEMENT PROVI DED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -WORST LOAD CASE: 7

END J OI NT: 10 Puz : 2534. 16 Muz : 139. 53 Muy : 139. 53 I R: 0. 89============================================================================

============================================================================

C O L U M N N O. 19 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 1 END J OI NT: 11 SHORT COLUMN

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REQD. STEEL AREA : 1280. 00 Sq. mm.REQD. CONCRETE AREA: 158720. 00 Sq. mm.

MAI N REI NFORCEMENT : Provi de 12 - 12 di a. ( 0. 85%, 1357. 17 Sq. mm. )( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar t i es @ 190 mm c/ c

SECTI ON CAPACI TY BASED ON REI NFORCEMENT REQUI RED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Puz : 2541. 12 Muz1 : 69. 41 Muy1 : 69. 41

I NTERACTI ON RATI O: 0. 58 ( as per Cl . 39. 6, I S456: 2000)

SECTI ON CAPACI TY BASED ON REI NFORCEMENT PROVI DED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -WORST LOAD CASE: 8

END J OI NT: 16 Puz : 2564. 10 Muz : 121. 87 Muy : 121. 87 I R: 0. 94============================================================================

============================================================================

C O L U M N N O. 20 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 10 END J OI NT: 17 SHORT COLUMN

REQD. STEEL AREA : 1650. 91 Sq. mm.

REQD. CONCRETE AREA: 158349. 09 Sq. mm.MAI N REI NFORCEMENT : Provi de 16 - 12 di a. ( 1. 13%, 1809. 56 Sq. mm. )

( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar t i es @ 190 mm c/ c

SECTI ON CAPACI TY BASED ON REI NFORCEMENT REQUI RED ( KNS- MET)

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Puz : 2651. 56 Muz1 : 130. 87 Muy1 : 130. 87

I NTERACTI ON RATI O: 0. 99 ( as per Cl . 39. 6, I S456: 2000)

SECTI ON CAPACI TY BASED ON REI NFORCEMENT PROVI DED ( KNS- MET)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

WORST LOAD CASE: 10END J OI NT: 17 Puz : 2698. 80 Muz : 138. 11 Muy : 138. 11 I R: 0. 94

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============================================================================

============================================================================

C O L U M N N O. 21 D E S I G N R E S U L T S

M30 Fe415 ( Mai n) Fe415 ( Sec. )

LENGTH: 3000. 0 mm CROSS SECTI ON: 400. 0 mm X 400. 0 mm COVER: 40. 0 mm

** GUI DI NG LOAD CASE: 9 END J OI NT: 18 SHORT COLUMN

REQD. STEEL AREA : 1596. 06 Sq. mm.REQD. CONCRETE AREA: 158403. 94 Sq. mm.

MAI N REI NFORCEMENT : Pr ovi de 8 - 16 di a. ( 1. 01%, 1608. 50 Sq. mm. )( Equal l y di st ri but ed)

TI E REI NFORCEMENT : Provi de 8 mm di a. rect angul ar