Thursday, November 07, 2024, 03:29 PM

PAGE NO. 1

****************************************************
* *
* STAAD.Pro V8i SELECTseries6 *
* Version 20.07.11.90 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= NOV 7, 2024 *
* Time= 15:26:13 *
* *
* USER ID: *
****************************************************

1. STAAD SPACE
INPUT FILE: C:\omkar\rcc bridge.STD
2. START JOB INFORMATION
3. ENGINEER DATE 07-NOV-24
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 12.2 0 0; 3 24.4 0 0; 4 36.8 0 0; 5 0 0 10; 6 12.2 0 10
9. 7 24.4 0 10; 8 36.8 0 10; 9 0 -5.86 0; 10 12.2 -5.86 0; 11 24.4 -5.86 0
10. 12 36.8 -5.86 0; 13 0 -5.86 10; 14 12.2 -5.86 10; 15 24.4 -5.86 10
11. 16 36.8 -5.86 10; 17 0 0 5; 18 12.2 0 5; 19 24.4 0 5; 20 36.8 0 5
12. 21 36.8 -5.86 5; 22 24.4 -5.86 5; 23 12.2 -5.86 5; 24 0 -5.86 5
13. MEMBER INCIDENCES
14. 1 1 17; 2 17 5; 3 5 6; 4 6 7; 5 7 8; 6 20 8; 7 20 4; 8 4 3; 9 3 2; 10 2 1
15. 11 2 18; 12 18 6; 13 3 19; 14 19 7; 15 4 12; 16 8 16; 17 7 15; 18 3 11
16. 19 2 10; 20 6 14; 21 5 13; 22 1 9; 26 17 18; 27 18 19; 28 19 20; 29 20 21
17. 30 19 22; 31 18 23; 32 17 24
18. ELEMENT INCIDENCES SHELL
19. 23 1 2 6 5; 24 2 3 7 6; 25 3 4 8 7
20. ELEMENT PROPERTY
21. 23 TO 25 THICKNESS 0.2
22. DEFINE MATERIAL START
23. ISOTROPIC CONCRETE
24. E 2.17185E+007
25. POISSON 0.17
26. DENSITY 23.5616
27. ALPHA 1E-005
28. DAMP 0.05
29. TYPE CONCRETE
30. STRENGTH FCU 27579
31. END DEFINE MATERIAL
32. MEMBER PROPERTY AMERICAN
33. 15 TO 22 29 TO 32 PRIS YD 0.915
34. 1 TO 14 26 TO 28 PRIS YD 1.9 ZD 1
35. CONSTANTS
36. MATERIAL CONCRETE ALL
37. SUPPORTS
38. 1 4 5 8 TO 17 20 TO 24 FIXED

C:\omkar\rcc bridge.anl Page 1 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 2

39. 2 3 6 7 18 19 PINNED
40. DEFINE MOVING LOAD
41. TYPE 1 LOAD 6.8 6.8 6.8 6.8 6.8 11.4 11.4 2.7 2.7
42. DIST 3 3 3 4.3 1.2 3.2 1.1 0.6 WID 3
43. LOAD 1 LOADTYPE NONE TITLE DL
44. SELFWEIGHT Y -1.5
45. LOAD GENERATION 15
46. TYPE 1 0 0 4 XINC 3
47. TYPE 1 36.8 0 9 XINC -3
48. PERFORM ANALYSIS
**WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES
OF THE STRUCTURE HAS BEEN IGNORED. CASE= 2 WHEEL 2 OF 18
**WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES
OF THE STRUCTURE HAS BEEN IGNORED. CASE= 2 WHEEL 4 OF 18
**WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES
OF THE STRUCTURE HAS BEEN IGNORED. CASE= 2 WHEEL 6 OF 18
**WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES
OF THE STRUCTURE HAS BEEN IGNORED. CASE= 2 WHEEL 8 OF 18
**WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES
OF THE STRUCTURE HAS BEEN IGNORED. CASE= 2 WHEEL 10 OF 18
**WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES
OF THE STRUCTURE HAS BEEN IGNORED. CASE= 2 WHEEL 12 OF 18
**WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES
OF THE STRUCTURE HAS BEEN IGNORED. CASE= 2 WHEEL 14 OF 18
**WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES
OF THE STRUCTURE HAS BEEN IGNORED. CASE= 2 WHEEL 16 OF 18
**WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES
OF THE STRUCTURE HAS BEEN IGNORED. CASE= 2 WHEEL 18 OF 18
**WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES
OF THE STRUCTURE HAS BEEN IGNORED. CASE= 3 WHEEL 2 OF 18
*ADDITIONAL MOVING LOAD MESSAGES SUPPRESSED
*ADDITIONAL MOVING LOAD MESSAGES SUPPRESSED

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

NUMBER OF JOINTS 24 NUMBER OF MEMBERS 29

NUMBER OF PLATES 3 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 24

SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER

TOTAL PRIMARY LOAD CASES = 16, TOTAL DEGREES OF FREEDOM = 18

TOTAL LOAD COMBINATION CASES = 0 SO FAR.

49. START CONCRETE DESIGN

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 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 3

50. CODE INDIAN

51. FC 30000 ALL
52. FYMAIN 500000 ALL
53. FYSEC 500000 ALL
54. TORSION 0 ALL
55. DESIGN BEAM 1 TO 14 26 TO 28

C:\omkar\rcc bridge.anl Page 3 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 4

====================================================
IS 456 - 2000 B E A M D E S I G N R E S U L T S
====================================================

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 1 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5000.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 3230.00 0.00 0.00 0.00 3230.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 3173.90 3173.90 3173.90 0.00

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 29-12í 29-12í 29-12í 29-12í 29-12í
REINF. 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

Provide 5-16í along each face of the beam (Side face reinf.)

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

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 2 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5000.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

C:\omkar\rcc bridge.anl Page 4 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 5

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 0.00 0.00 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 3173.90 3173.90 3173.90 0.00

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

Provide 5-16í along each face of the beam (Side face reinf.)

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

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 3 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 12200.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 3050.0 mm 6100.0 mm 9150.0 mm 12200.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 3173.90 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 3173.90 3173.90 3173.90 3173.90 0.00

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

C:\omkar\rcc bridge.anl Page 5 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 6

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 3050.0 mm 6100.0 mm 9150.0 mm 12200.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
-----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM START SUPPORT

VY = 254.02 MX = 5.22 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM END SUPPORT

VY = -253.30 MX = 5.22 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

Provide 5-16í along each face of the beam (Side face reinf.)

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

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 4 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 12200.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 3050.0 mm 6100.0 mm 9150.0 mm 12200.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 3173.90 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 3173.90 3173.90 3173.90 3173.90

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

C:\omkar\rcc bridge.anl Page 6 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 7

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 3050.0 mm 6100.0 mm 9150.0 mm 12200.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
-----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM START SUPPORT

VY = 252.38 MX = 0.00 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM END SUPPORT

VY = -254.94 MX = 0.00 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

Provide 5-16í along each face of the beam (Side face reinf.)

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

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 5 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 12400.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 3100.0 mm 6200.0 mm 9300.0 mm 12400.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 3173.90 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 3173.90 3173.90 3173.90 3173.90 3173.90

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

C:\omkar\rcc bridge.anl Page 7 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 8

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 3100.0 mm 6200.0 mm 9300.0 mm 12400.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
-----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM START SUPPORT

VY = 258.79 MX = -5.14 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM END SUPPORT

VY = -261.96 MX = -5.14 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

Provide 5-16í along each face of the beam (Side face reinf.)

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

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 6 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5000.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 0.00 0.00 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 3173.90 3173.90 3173.90 0.00

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

C:\omkar\rcc bridge.anl Page 8 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 9

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

Provide 5-16í along each face of the beam (Side face reinf.)

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

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 7 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5000.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 3173.90 0.00 0.00 0.00 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 3173.90 3173.90 3173.90 0.00

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

Provide 5-16í along each face of the beam (Side face reinf.)

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

C:\omkar\rcc bridge.anl Page 9 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 10

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 8 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 12400.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 3100.0 mm 6200.0 mm 9300.0 mm 12400.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 3173.90 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 3173.90 3173.90 3173.90 3173.90 0.00

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 3100.0 mm 6200.0 mm 9300.0 mm 12400.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
-----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM START SUPPORT

VY = 261.96 MX = 5.14 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM END SUPPORT

VY = -258.79 MX = 5.14 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

Provide 5-16í along each face of the beam (Side face reinf.)

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

C:\omkar\rcc bridge.anl Page 10 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 11

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 9 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 12200.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 3050.0 mm 6100.0 mm 9150.0 mm 12200.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 3173.90 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 3173.90 3173.90 3173.90 3173.90

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 3050.0 mm 6100.0 mm 9150.0 mm 12200.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
-----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM START SUPPORT

VY = 254.94 MX = -0.00 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM END SUPPORT

VY = -252.38 MX = -0.00 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

Provide 5-16í along each face of the beam (Side face reinf.)

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

C:\omkar\rcc bridge.anl Page 11 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 12

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 10 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 12200.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 3050.0 mm 6100.0 mm 9150.0 mm 12200.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 3173.90 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 3173.90 3173.90 3173.90 3173.90 3173.90

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 3050.0 mm 6100.0 mm 9150.0 mm 12200.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
-----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM START SUPPORT

VY = 253.30 MX = -5.22 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM END SUPPORT

VY = -254.02 MX = -5.22 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

Provide 5-16í along each face of the beam (Side face reinf.)

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

C:\omkar\rcc bridge.anl Page 12 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 13

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 11 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5000.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 0.00 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 3173.90 3173.90 3173.90 3173.90 3173.90

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

Provide 5-16í along each face of the beam (Side face reinf.)

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

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 12 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5000.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

C:\omkar\rcc bridge.anl Page 13 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 14

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 3173.90 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 3173.90 3173.90 3173.90 3173.90 3173.90

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

Provide 5-16í along each face of the beam (Side face reinf.)

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

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 13 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5000.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 3173.90 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 3173.90 3173.90 3173.90 3173.90 3173.90

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

C:\omkar\rcc bridge.anl Page 14 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 15

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

Provide 5-16í along each face of the beam (Side face reinf.)

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

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 14 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5000.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 3173.90 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 3173.90 3173.90 3173.90 3173.90 3173.90

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 1250.0 mm 2500.0 mm 3750.0 mm 5000.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

Provide 5-16í along each face of the beam (Side face reinf.)

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

C:\omkar\rcc bridge.anl Page 15 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 16

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 26 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 12200.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 3050.0 mm 6100.0 mm 9150.0 mm 12200.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 0.00 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 3173.90 3173.90 3173.90 3173.90

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 3050.0 mm 6100.0 mm 9150.0 mm 12200.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
-----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM START SUPPORT

VY = 254.03 MX = 0.00 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM END SUPPORT

VY = -253.29 MX = 0.00 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

Provide 5-16í along each face of the beam (Side face reinf.)

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

C:\omkar\rcc bridge.anl Page 16 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 17

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 27 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 12200.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 3050.0 mm 6100.0 mm 9150.0 mm 12200.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 3173.90 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 3173.90 3173.90 3173.90 3173.90 0.00

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 3050.0 mm 6100.0 mm 9150.0 mm 12200.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
-----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM START SUPPORT

VY = 252.37 MX = -0.00 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM END SUPPORT

VY = -254.95 MX = -0.00 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

Provide 5-16í along each face of the beam (Side face reinf.)

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

C:\omkar\rcc bridge.anl Page 17 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 18

============================================================================
IS-456 L I M I T S T A T E D E S I G N
B E A M N O. 28 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 12400.0 mm SIZE: 1000.0 mm X 1900.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)

----------------------------------------------------------------------------
SECTION 0.0 mm 3100.0 mm 6200.0 mm 9300.0 mm 12400.0 mm
----------------------------------------------------------------------------
TOP 3173.90 3173.90 3173.90 3173.90 3173.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 3173.90 3173.90 3173.90 3173.90

REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA

----------------------------------------------------------------------------
SECTION 0.0 mm 3100.0 mm 6200.0 mm 9300.0 mm 12400.0 mm
----------------------------------------------------------------------------
TOP 16-16í 16-16í 16-16í 16-16í 16-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

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

REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

REINF. @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c @ 105 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
-----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM START SUPPORT

VY = 258.77 MX = -0.00 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

SHEAR DESIGN RESULTS AT 2324.5 mm AWAY FROM END SUPPORT

VY = -261.98 MX = -0.00 LD= 1
Provide 2 Legged 8í @ 105 mm c/c

Provide 5-16í along each face of the beam (Side face reinf.)

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

********************END OF BEAM DESIGN RESULTS********************

56. DESIGN COLUMN 15 TO 22 29 TO 32

C:\omkar\rcc bridge.anl Page 18 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 19

=========================================================
IS 456 - 2000 C O L U M N D E S I G N R E S U L T S
=========================================================

============================================================================
IS-456 L I M I T S T A T E D E S I G N
C O L U M N N O. 15 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5860.0 mm CROSS SECTION: 915.0 mm dia. COVER: 40.0 mm

** GUIDING LOAD CASE: 1 END JOINT: 4 TENSION COLUMN

REQD. STEEL AREA : 156.53 Sq.mm.

REQD. CONCRETE AREA: 0.00 Sq.mm.
MAIN REINFORCEMENT : Provide 9 - 12 dia. (0.15%, 1017.88 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS)

------------------------------------------------------
Puz : -442.78 KNS

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS)

------------------------------------------------------
END JOINT: 4 Puz : 8219.44 KNS IR:0.00
END JOINT: 12 Puz : 8219.44 KNS IR:0.00
============================================================================

C:\omkar\rcc bridge.anl Page 19 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 20

============================================================================
IS-456 L I M I T S T A T E D E S I G N
C O L U M N N O. 16 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5860.0 mm CROSS SECTION: 915.0 mm dia. COVER: 40.0 mm

** GUIDING LOAD CASE: 1 END JOINT: 8 TENSION COLUMN

REQD. STEEL AREA : 156.53 Sq.mm.

REQD. CONCRETE AREA: 657489.38 Sq.mm.
MAIN REINFORCEMENT : Provide 9 - 12 dia. (0.15%, 1017.88 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS)

------------------------------------------------------
Puz : -442.78 KNS

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS)

------------------------------------------------------
END JOINT: 8 Puz : 8219.44 KNS IR:0.00
END JOINT: 16 Puz : 8219.44 KNS IR:0.00
============================================================================

============================================================================
IS-456 L I M I T S T A T E D E S I G N
C O L U M N N O. 17 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5860.0 mm CROSS SECTION: 915.0 mm dia. COVER: 40.0 mm

** GUIDING LOAD CASE: 1 END JOINT: 7 TENSION COLUMN

C:\omkar\rcc bridge.anl Page 20 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 21

REQD. STEEL AREA : 5260.44 Sq.mm.

REQD. CONCRETE AREA: 652294.69 Sq.mm.
MAIN REINFORCEMENT : Provide 47 - 12 dia. (0.81%, 5315.58 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS)

------------------------------------------------------
Puz : 10778.64 KNS

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS)

------------------------------------------------------
END JOINT: 7 Puz : 9607.59 KNS IR:0.00
END JOINT: 15 Puz : 9607.59 KNS IR:0.00
============================================================================

============================================================================
IS-456 L I M I T S T A T E D E S I G N
C O L U M N N O. 18 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5860.0 mm CROSS SECTION: 915.0 mm dia. COVER: 40.0 mm

** GUIDING LOAD CASE: 1 END JOINT: 3 TENSION COLUMN

REQD. STEEL AREA : 5260.44 Sq.mm.

REQD. CONCRETE AREA: 652294.69 Sq.mm.
MAIN REINFORCEMENT : Provide 47 - 12 dia. (0.81%, 5315.58 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS)

------------------------------------------------------
Puz : 10778.64 KNS

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS)

------------------------------------------------------
END JOINT: 3 Puz : 9607.59 KNS IR:0.00
END JOINT: 11 Puz : 9607.59 KNS IR:0.00

C:\omkar\rcc bridge.anl Page 21 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 22

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

============================================================================
IS-456 L I M I T S T A T E D E S I G N
C O L U M N N O. 19 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5860.0 mm CROSS SECTION: 915.0 mm dia. COVER: 40.0 mm

** GUIDING LOAD CASE: 1 END JOINT: 2 TENSION COLUMN

REQD. STEEL AREA : 5260.44 Sq.mm.

REQD. CONCRETE AREA: 652294.69 Sq.mm.
MAIN REINFORCEMENT : Provide 47 - 12 dia. (0.81%, 5315.58 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS)

------------------------------------------------------
Puz : 10778.64 KNS

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS)

------------------------------------------------------
END JOINT: 2 Puz : 9607.59 KNS IR:0.00
END JOINT: 10 Puz : 9607.59 KNS IR:0.00
============================================================================

============================================================================
IS-456 L I M I T S T A T E D E S I G N
C O L U M N N O. 20 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5860.0 mm CROSS SECTION: 915.0 mm dia. COVER: 40.0 mm

** GUIDING LOAD CASE: 1 END JOINT: 6 TENSION COLUMN

C:\omkar\rcc bridge.anl Page 22 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 23

REQD. STEEL AREA : 5260.44 Sq.mm.

REQD. CONCRETE AREA: 652294.69 Sq.mm.
MAIN REINFORCEMENT : Provide 47 - 12 dia. (0.81%, 5315.58 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS)

------------------------------------------------------
Puz : 10778.64 KNS

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS)

------------------------------------------------------
END JOINT: 6 Puz : 9607.59 KNS IR:0.00
END JOINT: 14 Puz : 9607.59 KNS IR:0.00
============================================================================

============================================================================
IS-456 L I M I T S T A T E D E S I G N
C O L U M N N O. 21 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5860.0 mm CROSS SECTION: 915.0 mm dia. COVER: 40.0 mm

** GUIDING LOAD CASE: 1 END JOINT: 5 TENSION COLUMN

REQD. STEEL AREA : 156.53 Sq.mm.

REQD. CONCRETE AREA: 657489.38 Sq.mm.
MAIN REINFORCEMENT : Provide 9 - 12 dia. (0.15%, 1017.88 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS)

------------------------------------------------------
Puz : -442.78 KNS

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS)

------------------------------------------------------
END JOINT: 5 Puz : 8219.44 KNS IR:0.00
END JOINT: 13 Puz : 8219.44 KNS IR:0.00

C:\omkar\rcc bridge.anl Page 23 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 24

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

============================================================================
IS-456 L I M I T S T A T E D E S I G N
C O L U M N N O. 22 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5860.0 mm CROSS SECTION: 915.0 mm dia. COVER: 40.0 mm

** GUIDING LOAD CASE: 1 END JOINT: 1 TENSION COLUMN

REQD. STEEL AREA : 156.53 Sq.mm.

REQD. CONCRETE AREA: 657489.38 Sq.mm.
MAIN REINFORCEMENT : Provide 9 - 12 dia. (0.15%, 1017.88 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS)

------------------------------------------------------
Puz : -442.78 KNS

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS)

------------------------------------------------------
END JOINT: 1 Puz : 8219.44 KNS IR:0.00
END JOINT: 9 Puz : 8219.44 KNS IR:0.00
============================================================================

============================================================================
IS-456 L I M I T S T A T E D E S I G N
C O L U M N N O. 29 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5860.0 mm CROSS SECTION: 915.0 mm dia. COVER: 40.0 mm

** GUIDING LOAD CASE: 1 END JOINT: 20 TENSION COLUMN

C:\omkar\rcc bridge.anl Page 24 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 25

REQD. STEEL AREA : 156.53 Sq.mm.

REQD. CONCRETE AREA: 657489.38 Sq.mm.
MAIN REINFORCEMENT : Provide 9 - 12 dia. (0.15%, 1017.88 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS)

------------------------------------------------------
Puz : -442.78 KNS

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS)

------------------------------------------------------
END JOINT: 20 Puz : 8219.44 KNS IR:0.00
END JOINT: 21 Puz : 8219.44 KNS IR:0.00
============================================================================

============================================================================
IS-456 L I M I T S T A T E D E S I G N
C O L U M N N O. 30 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5860.0 mm CROSS SECTION: 915.0 mm dia. COVER: 40.0 mm

** GUIDING LOAD CASE: 1 END JOINT: 19 TENSION COLUMN

REQD. STEEL AREA : 5260.44 Sq.mm.

REQD. CONCRETE AREA: 652294.69 Sq.mm.
MAIN REINFORCEMENT : Provide 47 - 12 dia. (0.81%, 5315.58 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS)

------------------------------------------------------
Puz : 10778.64 KNS

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS)

------------------------------------------------------
END JOINT: 19 Puz : 9607.59 KNS IR:0.00
END JOINT: 22 Puz : 9607.59 KNS IR:0.00

C:\omkar\rcc bridge.anl Page 25 of 30

 Thursday, November 07, 2024, 03:29 PM
STAAD SPACE -- PAGE NO. 26

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

============================================================================
IS-456 L I M I T S T A T E D E S I G N
C O L U M N N O. 31 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5860.0 mm CROSS SECTION: 915.0 mm dia. COVER: 40.0 mm

** GUIDING LOAD CASE: 1 END JOINT: 18 TENSION COLUMN

REQD. STEEL AREA : 5260.44 Sq.mm.

REQD. CONCRETE AREA: 652294.69 Sq.mm.
MAIN REINFORCEMENT : Provide 47 - 12 dia. (0.81%, 5315.58 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS)

------------------------------------------------------
Puz : 10778.64 KNS

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS)

------------------------------------------------------
END JOINT: 18 Puz : 9607.59 KNS IR:0.00
END JOINT: 23 Puz : 9607.59 KNS IR:0.00
============================================================================

============================================================================
IS-456 L I M I T S T A T E D E S I G N
C O L U M N N O. 32 D E S I G N R E S U L T S

M30 Fe500 (Main) Fe500 (Sec.)

LENGTH: 5860.0 mm CROSS SECTION: 915.0 mm dia. COVER: 40.0 mm

** GUIDING LOAD CASE: 1 END JOINT: 17 TENSION COLUMN

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REQD. STEEL AREA : 156.53 Sq.mm.

REQD. CONCRETE AREA: 657489.38 Sq.mm.
MAIN REINFORCEMENT : Provide 9 - 12 dia. (0.15%, 1017.88 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS)

------------------------------------------------------
Puz : -442.78 KNS

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS)

------------------------------------------------------
END JOINT: 17 Puz : 8219.44 KNS IR:0.00
END JOINT: 24 Puz : 8219.44 KNS IR:0.00
============================================================================

********************END OF COLUMN DESIGN RESULTS********************

57. DESIGN ELEMENT 23 TO 25

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ELEMENT DESIGN SUMMARY

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

ELEMENT LONG. REINF MOM-X /LOAD TRANS. REINF MOM-Y /LOAD

(SQ.MM/ME) (KN-M/M) (SQ.MM/ME) (KN-M/M)

23 TOP : 216. 0.01 / 1 216. 0.02 / 1

BOTT: 216. -0.01 / 3 216. -0.00 / 3

24 TOP : 216. 0.01 / 3 216. 0.05 / 1

BOTT: 216. -0.00 / 11 216. -0.00 / 11

25 TOP : 216. 0.01 / 1 216. 0.02 / 1

BOTT: 216. -0.01 / 3 216. -0.00 / 3

***************************END OF ELEMENT DESIGN***************************

58. CONCRETE TAKE

59. END CONCRETE DESIGN

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************** CONCRETE TAKE OFF **************

(FOR BEAMS, COLUMNS AND PLATES DESIGNED ABOVE)
NOTE: CONCRETE QUANTITY REPRESENTS VOLUME OF CONCRETE IN BEAMS, COLUMNS, AND PLATES DESIGNED ABOVE.
REINFORCING STEEL QUANTITY REPRESENTS REINFORCING STEEL IN BEAMS AND COLUMNS DESIGNED ABOVE.
REINFORCING STEEL IN PLATES IS NOT INCLUDED IN THE REPORTED QUANTITY.

TOTAL VOLUME OF CONCRETE = 344.6 CU.METER

BAR DIA WEIGHT

(in mm) (in New)
-------- --------
8 35825
12 18406
16 73272
------------
*** TOTAL= 127504

60. PERFORM ANALYSIS

61. PERFORM ANALYSIS

**WARNING- CONSECUTIVE ANALYSIS COMMANDS. ONLY FIRST USED.

62. FINISH

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*********** END OF THE STAAD.Pro RUN ***********

**** DATE= NOV 7,2024 TIME= 15:26:14 ****

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