memoria de calculo de blocos de ancoragem

1. RIVER WATER PIPELINE
CONSORTIUM
PO Number
-
Revision
0A
PIPELINE – ANCHOR BLOCKS – STRUCTURAL CALCULATIONS
PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 1 / 437
SONAREF PROJECT
REFINERY
RIVER WATER PIPELINE
PIP-CIV-CAL-0511
Rev. Status Date Revision memo Issued by Checked by Approved by
00 IFA 2016.02.15 Fist Issue Júlio César
Adriano
Ribeiro
André
Queiróz
0A IFA 2016.06.25 Issued For Approval Júlio César
Adriano
Ribeiro
André
Queiróz

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INDEX
1 GENERAL ......................................................................................................................................... 3
1.1 PURPOSE AND OBJECTIVE.................................................................................................................................................................3
2 REFERENCES................................................................................................................................... 3
3 STANDARDS .................................................................................................................................... 3
4 BIBLIOGRAPHY................................................................................................................................ 3
5 MATERIALS ...................................................................................................................................... 3
6 BASIC DATA FOR DESIGN ............................................................................................................... 4
7 GENERAL CONSIDERATIONS .......................................................................................................... 4
7.1 STRUCTURAL MODEL ................................................................................................................................................................4
8 LOADS.............................................................................................................................................. 4
9 DIMENSIONING................................................................................................................................. 5
9.1 ANCHOR BLOCKS – TYPE I...............................................................................................................................................................5
9.2 ANCHOR BLOCKS – TYPE II............................................................................................................................................................27
9.3 ANCHOR BLOCKS – TYPE III..........................................................................................................................................................80
9.4 ANCHOR BLOCKS – TYPE IV........................................................................................................................................................131
9.5 ANCHOR BLOCKS – TYPE V..........................................................................................................................................................180
9.6 ANCHOR BLOCKS – TYPE VI........................................................................................................................................................233
9.7 ANCHOR BLOCKS – TYPE VII.......................................................................................................................................................286
9.8 ANCHOR BLOCKS – TYPE VIII .....................................................................................................................................................339
9.9 ANCHOR BLOCKS – TYPE IX........................................................................................................................................................388

3. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 3 / 437
1 GENERAL
1.1 Purpose and Objective
This calculation memory aims to present the basic assumptions and calculations developed for the
design of the anchor blocks, which is part of the implementation of Sonaref REFINERY PROJECT -
RIVER WATER PIPELINE.
2 REFERENCES
 SC-0009-RWPC-BWS-LAY-DWG-0001 - OVERALL PLOT PLAN
 ISO 9001 Quality management system – Requirement
 ISO 14001 Environmental management system – Requirement with guidance for use
 OHSAS 18001 Occupational health and safety management systems — Specification
 KBR Purchasing Standard: SDR-1IM-C736
3 STANDARDS
 ACI 318-14 - Building Code Requirements for Structural Concrete;
 ACI 332-04: Requirements for Residential Concrete Construction and Commentary;
 ACI 351.2R-10 Report on Foundations for Static Equipment
 ASTM D1143 / D1143M - Standard Test Methods for Deep Foundations Under Static Axial
Compressive Load
4 BIBLIOGRAPHY
 ACI 318-11 - Building Code Requirements for Structural Concrete
 ACI 332-04: Requirements for Residential Concrete Construction and Commentary;
 ACI 351.2R-10 Report on Foundations for Static Equipment;
 ASTM D1143 / D1143M - Standard Test Methods for Deep Foundations Under Static Axial
Compressive Load
 ASCE-07 – 10 - Guide to the Wind Load Provisions
5 MATERIALS
 Structural Concrete:
- Characteristic resistance to compression = fck = 30 MPa
- Characteristic resistance to traction = fctk = 0,21 . (fck)2/3 = 2,03 MPa
- Average tensile strength = fctm = 0,30 . (fck)2/3 = 2,90 MPa
- Longitudinal secant modulus of elasticity = Ecs = 4760 . fck = 26071 MPa
 Steel for structural concrete: CA-50

4. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 4 / 437
6 BASIC DATA FOR DESIGN
- Apparent specific weight of the soil t = 18 kN/m³
- Allowable stress soil adm = 200 kN/m²
- Soil cohesion coefficient c’ = 0,67
7 GENERAL CONSIDERATIONS
7.1 STRUCTURAL MODEL
The structure of anchor blocks was analyzed with the assistance of software STAAD Pro and Microsoft
Excel spreadsheet developed by the responsible engineer.
The observed anchor blocks were subdivided by type, that is a function:
- Fluid pressure - 10 bar 15 bar and 20 bar;
- The direction of the pipe curve - ascending or descending vertical;
- The angle of the curve - 22/30 or 45.
8 LOADS
The calculation of the efforts for the design of the anchor blocks will be presented in "dimensioning"
below. To "self weight" was taken into consideration the volume of concrete and the force application
point (center of gravity). The water load was calculated as a function of pressure, velocity and flow rate
of the fluid, in addition to the pipe diameter.

5. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 5 / 437
9 DIMENSIONING
9.1 Anchor Blocks – Type I
EFFORTS ON THE BLOCK
1 - Self-weight
Data
A = 0,30 m E= 0,20 m H = 2,20 m
B = 2,40 m F = 2,00 m J = 0,25 m
C = 1,18 m G = 2,40 m K = 0,70 m
D = 3,00 m
M = 1,25 m
N = 1,15 m
r = 25 kN/m³ r - unit weight of concrete
244,10 kN
2 - Hydro strength

=
F2

=
x

Fhidr
F1
z
C
X
Y
N
A B A
M
D
FE
G
E
x
z
JH
K

6. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 6 / 437
Data
ᵦ = 24,77 degrees
α = 3,28 degrees
φ = 15,67 degrees
P1 = 2000 kN/m² P1 - Pressure upstream
P2 = 2000 kN/m² P2 - Pressure downstream
D1 = 0,82 m D1 - Diameter of the upstream pipe
D2 = 0,82 m D2 - Diameter of the downstream pipe
A1 = 0,52 m² A1 - Cross-sectional area of the pipe upstream
A2 = 0,52 m² A2 - Cross-sectional area of the pipe downstream
Q1 = 0,55556 m³/s Q1 - Flow upstream
Q2 = 0,55556 m³/s Q2 - Flow downstream
V1 = 1,06 m/s V1 - Upstream fluid velocity
V2 = 1,06 m/s V2 - Downstream fluid velocity
r = 1,00 r - Density of the fluid
g = 10,00 m/s² g = Gravitational acceleration
1043,42 kN
1043,42 kN
447,59 kN
120,85 kN
430,96 kN
0,00 kN
+

7. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 7 / 437
Application point
Z = 0,95 m
0,26 m
0,00 m
BLOCK STABILITY VERIFICATION
1 - Tensions in the soil
(Resulting vertical force)
675,06 kN
(Resulting moment about the X axis)
0 kN.m
(Resulting moment around the Y axis)
0,83 kN.m
A = 7,20 m²
3,456 m4
5,4 m4
93,99 kN./m²
93,53 kN./m²
2 - Slip
120,85 kN
0,00 kN
Fully compressed Foundation


8. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 8 / 437
30 degrees (Intemal friction angle soil)
0,38
259,83 kN
0,67 kN./m² (Soil cohesion)
3,60 kN./m² (Compressed the foundation area)
2,40 kN
262,23 kN
2,17 ok
259,83 kN
2,15 Meets the security criteria for verification without consideration of soil cohesion
3 - Tipping
114,81 kN
It will also be made to check the slip without consideration of soil cohesion, as any variation in the effect of this
contribution of value to resist slip may compromise the stability of the structure.




9. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 9 / 437
178,53 kN
1,56 ok
DIMENSIONING
1 - Materials
Concrete:
30 Mpa
1,4
21,43 Mpa
Aço:
500 Mpa
1,15
434,783 Mpa
2 - Base block
Puncturing the verification of block base
947,42 kN
10,80 m
d = 0,20 m
438,62 kN./m²


10. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 10 / 437
3 – Concrete Ring Check:
Verification of the concrete ring Product information will be made through Staad Pro V8i software.
Model adopted:
0,88
5091,43 kN ok
Reinforcement
253,77 kN 169,18 kN
8,17 cm² 5,45 cm²
3,40 cm²/m 1,82 cm²/m

11. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 11 / 437
Efforts:
Dimensioning:
ACI 318-11 BEAM NO. 1 DESIGN RESULTS
=============================================
LEN - 1880. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 1470. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 5 - 10MM 0. 771. YES NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 82.34 KN-MET AT 0.MM, LOAD 1|
| REQD STEEL= 208.MM2, RHO=0.0001, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 556069.3 cm^4
2 55. 5 - 10MM 1203. 1880. NO YES
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 73.52 KN-MET AT 1880.MM, LOAD 1|
| REQD STEEL= 186.MM2, RHO=0.0001, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |

12. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 12 / 437
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 556069.3 cm^4
3 1415. 5 - 10MM 350. 1608. NO NO
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 10.43 KN-MET AT 940.MM, LOAD 1|
| REQD STEEL= 26.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|---------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 556069.3 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 157./ 0. 82./ 0. 1/ 2
157. 104./ 0. 55./ 0. 1/ 2
313. 61./ 0. 32./ 0. 1/ 2
470. 27./ 0. 14./ 0. 1/ 2
627. 2./ 0. 1./ 0. 1/ 2
783. 0./ 14. 0./ 7. 0/ 1
940. 0./ 20. 0./ 10. 0/ 1
1097. 0./ 17. 0./ 9. 0/ 1
STAAD SPACE -- PAGE NO. 4
1253. 0./ 4. 0./ 2. 0/ 1
1410. 18./ 0. 9./ 0. 1/ 2
1567. 50./ 0. 26./ 0. 1/ 2
1723. 90./ 0. 47./ 0. 1/ 2
1880. 141./ 0. 74./ 0. 1/ 2
B E A M N O. 1 D E S I G N R E S U L T S - SHEAR

13. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 13 / 437
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 1 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 1 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
___ 1J____________________ 1880X1000X 1470_____________________ 3J____
| ==================================================== |
| 5No10 H1415. 350.TO 1608 |
| |
| |
| |
| 5No10 H 55. 0.TO 771 5No10 H 55.1203.TO 1880 |
||============================== ===========================||
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | ooooo | | ooooo | | ooooo | | ooooo | | |
| | | 5#10 | | 5#10 | | 5#10 | | 5#10 | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| 5#10 | | 5#10 | | 5#10 | | | | 5#10 | | 5#10 |
| ooooo | | ooooo | | ooooo | | | | ooooo | | ooooo |
|_________| |_________| |_________| |_________| |_________| |_________|
ACI 318-11 BEAM NO. 2 DESIGN RESULTS
=============================================
LEN - 1880. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 1470. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 5 - 10MM 687. 1272. NO NO
STAAD SPACE -- PAGE NO. 5
|----------------------------------------------------------------|

14. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 14 / 437
| CRITICAL POS MOMENT= 10.43 KN-MET AT 940.MM, LOAD 1|
| REQD STEEL= 26.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 556069.3 cm^4
2 1415. 5 - 10MM 0. 981. YES NO
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 82.34 KN-MET AT 0.MM, LOAD 1|
| REQD STEEL= 208.MM2, RHO=0.0001, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 556069.3 cm^4
3 1415. 5 - 10MM 977. 1880. NO YES
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 73.52 KN-MET AT 1880.MM, LOAD 1|
| REQD STEEL= 186.MM2, RHO=0.0001, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 556069.3 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 0./ 157. 0./ 82. 0/ 1
157. 0./ 104. 0./ 55. 0/ 1
313. 0./ 61. 0./ 32. 0/ 1
470. 0./ 27. 0./ 14. 0/ 1

15. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 15 / 437
627. 0./ 2. 0./ 1. 0/ 1
783. 14./ 0. 7./ 0. 1/ 2
940. 20./ 0. 10./ 0. 1/ 2
1097. 17./ 0. 9./ 0. 1/ 2
1253. 4./ 0. 2./ 0. 1/ 2
1410. 0./ 18. 0./ 9. 0/ 1
1567. 0./ 50. 0./ 26. 0/ 1
1723. 0./ 90. 0./ 47. 0/ 1
1880. 0./ 141. 0./ 74. 0/ 1
B E A M N O. 2 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
STAAD SPACE -- PAGE NO. 6
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 2 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
___ 2J____________________ 1880X1000X 1470_____________________ 4J____
||=========================================================================||
| 5No10 H1415. 0.TO 981 5No10 H1415. 977.TO 1880 |
| |
| |
| |
| 5No10 H 55. 687.TO 1272 |
| ========================= |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | 5#10 | | 5#10 | | | | |
| | | | | ooooo | | ooooo | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

16. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 16 / 437
ACI 318-11 BEAM NO. 3 DESIGN RESULTS
=============================================
LEN - 2130. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 544. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 7 - 10MM 0. 624. YES NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 73.52 KN-MET AT 0.MM, LOAD 1|
| REQD STEEL= 542.MM2, RHO=0.0011, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 148. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 84879.7 cm^4
2 55. 7 - 10MM 1417. 2130. NO YES
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 73.52 KN-MET AT 2130.MM, LOAD 1|
| REQD STEEL= 542.MM2, RHO=0.0011, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 148. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 84879.7 cm^4
3 489. 5 - 10MM 89. 1952. NO NO
STAAD SPACE -- PAGE NO. 7
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 39.90 KN-MET AT 1065.MM, LOAD 1|

17. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 17 / 437
| REQD STEEL= 293.MM2, RHO=0.0006, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 62529.1 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 415./ 0. 74./ 0. 1/ 2
178. 218./ 0. 39./ 0. 1/ 2
355. 59./ 0. 11./ 0. 1/ 2
533. 0./ 65. 0./ 12. 0/ 1
710. 0./ 153. 0./ 27. 0/ 1
888. 0./ 207. 0./ 37. 0/ 1
1065. 0./ 224. 0./ 40. 0/ 1
1242. 0./ 207. 0./ 37. 0/ 1
1420. 0./ 153. 0./ 27. 0/ 1
1598. 0./ 65. 0./ 12. 0/ 1
1775. 59./ 0. 11./ 0. 1/ 2
1953. 218./ 0. 39./ 0. 1/ 2
2130. 415./ 0. 74./ 0. 1/ 2
B E A M N O. 3 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 116.20 KNS Vc= 401.32 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 29.5 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 116.20 KNS Vc= 401.32 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 29.5 KN-MET Ts= 0.0 KN-MET LOAD 1

18. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 18 / 437
STIRRUPS ARE NOT REQUIRED.
STAAD SPACE -- PAGE NO. 8
___ 3J____________________ 2130X1000X 544_____________________ 4J____
| |
| =================================================================== |
| 5No10 H 489. 89.TO 1952 |
| |
| 7No10 H 55. 0.TO 624 7No10 H 55.1417.TO 2130 |
||===================== =========================||
| |
|___________________________________________________________________________|
_______________________ _______________________ _______________________
| | | | | |
| | | ooooo | | |
| | | 5#10 | | |
| | | | | |
| 7#10 | | | | 7#10 |
| ooooooo | | | | ooooooo |
| | | | | |
|_______________________| |_______________________| |_______________________|
ACI 318-11 BEAM NO. 4 DESIGN RESULTS
=============================================
LEN - 2130. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 1400. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 5 - 10MM 386. 1655. NO NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 31.08 KN-MET AT 1065.MM, LOAD 1|
| REQD STEEL= 83.MM2, RHO=0.0001, RHOMX=0.0228 RHOMN=0.0033 |

19. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 19 / 437
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 501300.7 cm^4
2 1345. 5 - 10MM 0. 710. YES NO
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 82.34 KN-MET AT 0.MM, LOAD 1|
| REQD STEEL= 219.MM2, RHO=0.0002, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 501300.7 cm^4
3 1345. 5 - 10MM 1332. 2130. NO YES
STAAD SPACE -- PAGE NO. 9
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 82.34 KN-MET AT 2130.MM, LOAD 1|
| REQD STEEL= 219.MM2, RHO=0.0002, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 501300.7 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 0./ 166. 0./ 82. 0/ 1
178. 0./ 96. 0./ 48. 0/ 1
355. 0./ 39. 0./ 19. 0/ 1

20. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 20 / 437
533. 5./ 0. 3./ 0. 1/ 2
710. 37./ 0. 18./ 0. 1/ 2
888. 56./ 0. 28./ 0. 1/ 2
1065. 63./ 0. 31./ 0. 1/ 2
1242. 56./ 0. 28./ 0. 1/ 2
1420. 37./ 0. 18./ 0. 1/ 2
1598. 5./ 0. 3./ 0. 1/ 2
1775. 0./ 39. 0./ 19. 0/ 1
1953. 0./ 96. 0./ 48. 0/ 1
2130. 0./ 166. 0./ 82. 0/ 1
B E A M N O. 4 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 4 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 4 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
STAAD SPACE -- PAGE NO. 10
___ 1J____________________ 2130X1000X 1400_____________________ 2J____
||======================== ============================||
| 5No10 H1345. 0.TO 710 5No10 H1345.1332.TO 2130 |
| |
| |
| |
| 5No10 H 55. 386.TO 1655 |
| =============================================== |
|___________________________________________________________________________|
___________ ___________ ___________

21. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 21 / 437
| ooooo | | | | ooooo |
| 5#10 | | | | 5#10 |
| | | | | |
| | | | | |
| | | | | |
| | | 5#10 | | |
| | | ooooo | | |
|___________| |___________| |___________|
********************END OF BEAM DESIGN**************************
59. DESIGN COLUMN ALL
STAAD SPACE -- PAGE NO. 11
ACI 318-11 COLUMN NO. 1 DESIGN RESULTS
===============================================
FY - 413.7 FC - 30.0 MPA, RECT SIZE -1000.0 X1470.0 MMS, SPIR
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 14700.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.026 1 END 0.900
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 50.80 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
43338.76 36837.95 18115.92 9706.02 535.8
M0 P-tens. Des.Pn Des.Mn e/h

22. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 22 / 437
4231.45 -6238.30 -236.67 81.69 -0.18359
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
43338.76 36837.95 17769.84 6524.50 367.2
M0 P-tens. Des.Pn Des.Mn e/h
2816.72 -6238.30 -236.67 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 34004.26 5493.90 17002.13 9694.08
P0 |* 31170.57 6686.03 14168.44 9481.26
| * 28336.88 7668.99 11334.75 8993.29
Pn,max|__* 25503.20 8444.52 8501.06 8219.67
| * 22669.51 9042.31 5667.38 7171.80
Pn | * 19835.82 9493.20 2833.69 5845.38
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 34004.26 3698.13 17002.13 6515.63
COMPRESSION| * 31170.57 4502.47 14168.44 6375.02
Pb|-------*Mb 28336.88 5160.57 11334.75 6044.49
| * 25503.20 5678.04 8501.06 5521.82
___________|____*_______22669.51 6073.17 5667.38 4814.61
| * M0 Mn,19835.82 6364.20 2833.69 3919.04
| * BENDING
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 12
ACI 318-11 COLUMN NO. 2 DESIGN RESULTS
===============================================
FY - 413.7 FC - 30.0 MPA, RECT SIZE -1000.0 X1470.0 MMS, SPIR
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 14700.0 SQ. MM

23. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 23 / 437
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.026 1 END 0.900
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 50.80 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
43338.76 36837.95 18115.92 9706.02 535.8
M0 P-tens. Des.Pn Des.Mn e/h
4231.45 -6238.30 -236.67 81.69 -0.18359
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
43338.76 36837.95 17769.84 6524.50 367.2
M0 P-tens. Des.Pn Des.Mn e/h
2816.72 -6238.30 -236.67 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 34004.26 5493.90 17002.13 9694.08
P0 |* 31170.57 6686.03 14168.44 9481.26
| * 28336.88 7668.99 11334.75 8993.29
Pn,max|__* 25503.20 8444.52 8501.06 8219.67
| * 22669.51 9042.31 5667.38 7171.80
Pn | * 19835.82 9493.20 2833.69 5845.38
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 34004.26 3698.13 17002.13 6515.63
COMPRESSION| * 31170.57 4502.47 14168.44 6375.02
Pb|-------*Mb 28336.88 5160.57 11334.75 6044.49
| * 25503.20 5678.04 8501.06 5521.82

24. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 24 / 437
___________|____*_______22669.51 6073.17 5667.38 4814.61
| * M0 Mn,19835.82 6364.20 2833.69 3919.04
| * BENDING
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 13
ACI 318-11 COLUMN NO. 3 DESIGN RESULTS
===============================================
FY - 413.7 FC - 30.0 MPA, RECT SIZE -1000.0 X 544.0 MMS, SPIR
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 5440.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
28 - 16 MM 1.035 1 END 0.900
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 50.80 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
16057.42 13648.81 6265.75 1278.43 204.0
M0 P-tens. Des.Pn Des.Mn e/h
549.95 -2328.98 -203.67 81.69 -0.18830
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
16057.42 13648.81 6597.41 2429.34 368.2

25. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 25 / 437
M0 P-tens. Des.Pn Des.Mn e/h
1058.80 -2328.98 -203.67 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 12598.90 728.15 6299.45 1277.50
P0 |* 11548.99 886.28 5249.54 1251.60
| * 10499.08 1015.34 4199.63 1186.71
Pn,max|__* 9449.17 1115.01 3149.72 1084.67
| * 8399.26 1189.64 2099.82 942.34
Pn | * 7349.36 1241.89 1049.91 761.85
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 12598.90 1374.88 6299.45 2424.41
COMPRESSION| * 11548.99 1671.50 5249.54 2371.52
Pb|-------*Mb 10499.08 1917.06 4199.63 2248.82
| * 9449.17 2109.54 3149.72 2057.44
___________|____*_______ 8399.26 2257.41 2099.82 1796.07
| * M0 Mn, 7349.36 2368.28 1049.91 1465.33
| * BENDING
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 14
ACI 318-11 COLUMN NO. 4 DESIGN RESULTS
===============================================
FY - 413.7 FC - 30.0 MPA, RECT SIZE -1000.0 X1400.0 MMS, SPIR
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 14000.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.077 1 END 0.900
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 50.80 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)

26. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 26 / 437
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41553.76 35320.70 17231.18 8920.72 517.7
M0 P-tens. Des.Pn Des.Mn e/h
4013.34 -6238.30 -214.11 91.49 -0.20062
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41553.76 35320.70 16934.40 6302.29 372.2
M0 P-tens. Des.Pn Des.Mn e/h
2810.80 -6238.30 -214.11 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 32603.72 5013.42 16301.86 8913.30
P0 |* 29886.74 6106.02 13584.88 8734.88
| * 27169.77 7009.04 10867.91 8302.63
Pn,max|__* 24452.79 7724.31 8150.93 7611.77
| * 21735.81 8279.43 5433.95 6670.46
Pn | * 19018.84 8702.81 2716.98 5472.42
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 32603.72 3546.19 16301.86 6296.26
COMPRESSION| * 29886.74 4320.73 13584.88 6172.40
Pb|-------*Mb 27169.77 4956.33 10867.91 5864.99
| * 24452.79 5458.31 8150.93 5374.47
___________|____*_______21735.81 5844.65 5433.95 4707.04
| * M0 Mn,19018.84 6133.11 2716.98 3857.19
| * BENDING
P-tens|* MOMENT
|
********************END OF COLUMN DESIGN RESULTS********************

27. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 27 / 437
9.2 Anchor Blocks – Type II
EFFORTS ON THE BLOCK
1 - Self-weight
Data
A = 0,20 m E= 0,20 m H = 3,40 m
B = 5,60 m F = 2,60 m J = 0,45 m
C = 0,30 m G = 3,00 m K = 2,00 m
D = 6,00 m
M = 2,16 m
N = 3,44 m
r = 25 kN/m³ r - unit weight of concrete
1406,77 kN
2 - Hydro strength

F1 x

=
z
F2
Fhidr
Fhidr
x
JH
z
K
A A
E
C
M
B
G
Y
N
F
D
E
X

28. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 28 / 437
Data
ᵦ = -22,98 degrees
α = -5,07 degrees
φ = -16,56 degrees
P1 = 2000 kN/m² P1 - Pressure upstream
P2 = 2000 kN/m² P2 - Pressure downstream
D1 = 0,82 m D1 - Diameter of the upstream pipe
D2 = 0,82 m D2 - Diameter of the downstream pipe
A1 = 0,52 m² A1 - Cross-sectional area of the pipe upstream
A2 = 0,52 m² A2 - Cross-sectional area of the pipe downstream
Q1 = 0,55556 m³/s Q1 - Flow upstream
Q2 = 0,55556 m³/s Q2 - Flow downstream
V1 = 1,06 m/s V1 - Upstream fluid velocity
V2 = 1,06 m/s V2 - Downstream fluid velocity
r = 1,00 r - Density of the fluid
g = 10,00 m/s² g = Gravitational acceleration
1043,42 kN
1043,42 kN
+

29. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 29 / 437
-415,69 kN
-118,48 kN
-398,45 kN
0,00 kN
Application point
Z = 2,45 m
-0,58 m
0,00 m
BLOCK STABILITY VERIFICATION
1 - Tensions in the soil
(Resulting vertical force)
1008,32 kN
(Resulting moment about the X axis)
0 kN.m
(Resulting moment around the Y axis)
-60,75 kN.m
A = 18,00 m²
13,5 m4
54 m4
59,39 kN./m²
52,64 kN./m²
Fully compressed Foundation

30. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 30 / 437
2 - Slip
118,48 kN
0,00 kN
30 degrees (Intemal friction angle soil)
0,38
388,10 kN
0,67 kN./m² (Soil cohesion)
9,00 kN./m² (Compressed the foundation area)
6,00 kN
394,10 kN
3,33 ok
388,10 kN
3,28 Meets the security criteria for verification without consideration of soil cohesion
It will also be made to check the slip without consideration of soil cohesion, as any variation in the effect of this
contribution of value to resist slip may compromise the stability of the structure.




31. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 31 / 437
3 - Tipping
290,28 kN
580,83 kN
2,00 ok
DIMENSIONING
1 - Materials
Concrete:
30 Mpa
1,4
21,43 Mpa
Steel:
500 Mpa
1,15
434,783 Mpa



32. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 32 / 437
2 - Base block
Puncturing the verification of block base
1496,70 kN
18,00 m
d = 0,40 m
207,88 kN./m²
0,88
5091,43 kN ok
Reinforcement
133,63 kN 133,63 kN
4,30 cm² 4,30 cm²
1,43 cm²/m 0,72 cm²/m

33. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 33 / 437
3 – Concrete Ring Check:
Verification of the concrete ring Product information will be made through Staad Pro V8i software.
Model adopted:
Efforts

34. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 34 / 437
Dimensioning
ACI 318-11 BEAM NO. 1 DESIGN RESULTS
=============================================
LEN - 100. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 1390. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 5 - 10MM 0. 0. YES NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 0.06 KN-MET AT 0.MM, LOAD 1|
| REQD STEEL= 0.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 493710.9 cm^4
2 55. 5 - 10MM 79. 100. NO YES
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 0.21 KN-MET AT 100.MM, LOAD 1|
| REQD STEEL= 1.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 493710.9 cm^4
3 1335. 5 - 10MM 0. 100. YES YES
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 0.86 KN-MET AT 42.MM, LOAD 3|
| REQD STEEL= 2.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|

35. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 35 / 437
Cracked Moment of Inertia Iz at above location = 493710.9 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 0./ 2. 0./ 1. 1/ 2
8. 0./ 2. 0./ 1. 0/ 3
17. 0./ 2. 0./ 1. 0/ 3
25. 0./ 2. 0./ 1. 0/ 3
33. 0./ 2. 0./ 1. 0/ 3
42. 0./ 2. 0./ 1. 0/ 3
50. 0./ 2. 0./ 1. 0/ 3
58. 0./ 2. 0./ 1. 0/ 3
STAAD SPACE -- PAGE NO. 5
67. 0./ 2. 0./ 1. 0/ 3
75. 0./ 2. 0./ 1. 0/ 3
83. 0./ 2. 0./ 1. 1/ 2
92. 0./ 2. 0./ 1. 1/ 2
100. 0./ 2. 0./ 1. 1/ 2
B E A M N O. 1 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 1 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 1 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
___ 1J____________________ 99X1000X 1390_____________________ 11J____
||=========================================================================||
| 5No10 H1335. 0.TO 100 |

36. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 36 / 437
| |
| |
| |
| 5No10 H 55. 0.TO 0 5No10 H 55. 79.TO 100 |
|| ================||
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | |
| | | | | | | | | |
| | | | | | | | | |
| 5#10 | | | | | | | | 5#10 |
| ooooo | | | | | | | | ooooo |
|___________| |___________| |___________| |___________| |___________|
ACI 318-11 BEAM NO. 2 DESIGN RESULTS
=============================================
LEN - 100. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 1390. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 5 - 10MM 0. 100. YES YES
STAAD SPACE -- PAGE NO. 6
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 1.60 KN-MET AT 33.MM, LOAD 3|
| REQD STEEL= 4.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|

37. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 37 / 437
Cracked Moment of Inertia Iz at above location = 493710.9 cm^4
2 1335. 5 - 10MM 0. 100. YES YES
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 0.03 KN-MET AT 0.MM, LOAD 1|
| REQD STEEL= 0.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 493710.9 cm^4
3 1335. 5 - 10MM 0. 100. YES YES
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 0.29 KN-MET AT 100.MM, LOAD 1|
| REQD STEEL= 1.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 493710.9 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 3./ 0. 1./ 0. 2/ 1
8. 3./ 0. 2./ 0. 3/ 0
17. 3./ 0. 2./ 0. 3/ 0
25. 3./ 0. 2./ 0. 3/ 0
33. 3./ 0. 2./ 0. 3/ 0
42. 3./ 0. 2./ 0. 3/ 0
50. 3./ 0. 2./ 0. 3/ 0
58. 3./ 0. 2./ 0. 3/ 0
67. 3./ 0. 2./ 0. 3/ 0
75. 3./ 0. 1./ 0. 2/ 1

38. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 38 / 437
83. 3./ 0. 1./ 0. 2/ 1
92. 3./ 0. 1./ 0. 2/ 1
100. 3./ 1. 1./ 0. 2/ 1
B E A M N O. 2 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
STAAD SPACE -- PAGE NO. 7
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 2 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
___ 2J____________________ 99X1000X 1390_____________________ 12J____
||=========================================================================||
| 5No10 H1335. 0.TO 100 |
| |
| |
| |
| 5No10 H 55. 0.TO 100 |
||=========================================================================||
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | |
| | | | | | | | | |
| | | | | | | | | |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
|___________| |___________| |___________| |___________| |___________|
ACI 318-11 BEAM NO. 3 DESIGN RESULTS

39. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 39 / 437
=============================================
LEN - 1107. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 1394. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 5 - 10MM 0. 222. YES NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 20.42 KN-MET AT 0.MM, LOAD 1|
| REQD STEEL= 55.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 496739.9 cm^4
2 55. 5 - 10MM 839. 1107. NO YES
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 20.42 KN-MET AT 1107.MM, LOAD 1|
| REQD STEEL= 55.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 496739.9 cm^4
3 1339. 5 - 10MM 0. 1107. YES YES
STAAD SPACE -- PAGE NO. 8
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 10.21 KN-MET AT 554.MM, LOAD 3|
| REQD STEEL= 27.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |

40. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 40 / 437
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 496739.9 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 41./ 0. 20./ 0. 1/ 0
92. 22./ 0. 11./ 0. 1/ 0
184. 7./ 0. 3./ 0. 1/ 0
277. 0./ 5. 0./ 3. 2/ 3
369. 0./ 14. 0./ 7. 2/ 3
461. 0./ 19. 0./ 9. 2/ 3
554. 0./ 21. 0./ 10. 2/ 3
646. 0./ 19. 0./ 9. 2/ 3
738. 0./ 14. 0./ 7. 0/ 3
830. 0./ 5. 0./ 3. 0/ 3
922. 7./ 0. 3./ 0. 1/ 2
1015. 22./ 0. 11./ 0. 1/ 2
1107. 41./ 0. 20./ 0. 1/ 2
B E A M N O. 3 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 3 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 3 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
STAAD SPACE -- PAGE NO. 9
___ 3J____________________ 1107X1000X 1394_____________________ 9J____

41. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 41 / 437
||=========================================================================||
| 5No10 H1339. 0.TO 1107 |
| |
| |
| |
| 5No10 H 55. 0.TO 222 5No10 H 55. 839.TO 1107 |
||============== ==================||
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | |
| | | | | | | | | |
| | | | | | | | | |
| 5#10 | | | | | | | | 5#10 |
| ooooo | | | | | | | | ooooo |
|___________| |___________| |___________| |___________| |___________|
ACI 318-11 BEAM NO. 4 DESIGN RESULTS
=============================================
LEN - 50. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 1503. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 5 - 10MM 0. 5. YES NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 0.75 KN-MET AT 0.MM, LOAD 2|
| REQD STEEL= 2.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 582884.6 cm^4

42. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 42 / 437
2 1448. 5 - 10MM 0. 50. YES YES
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 4.69 KN-MET AT 50.MM, LOAD 3|
| REQD STEEL= 12.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 582884.6 cm^4
STAAD SPACE -- PAGE NO. 10
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 1./ 0. 1./ 0. 2/ 1
4. 1./ 0. 0./ 0. 2/ 1
8. 0./ 0. 0./ 0. 0/ 3
12. 0./ 1. 0./ 1. 0/ 3
17. 0./ 2. 0./ 1. 0/ 3
21. 0./ 3. 0./ 1. 0/ 3
25. 0./ 4. 0./ 2. 0/ 3
29. 0./ 4. 0./ 2. 0/ 3
33. 0./ 5. 0./ 3. 0/ 3
38. 0./ 6. 0./ 3. 0/ 3
42. 0./ 7. 0./ 4. 0/ 3
46. 0./ 8. 0./ 4. 0/ 3
50. 0./ 9. 0./ 5. 0/ 3
B E A M N O. 4 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 4 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.

43. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 43 / 437
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 4 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
___ 1J____________________ 50X1000X 1503_____________________ 14J____
||=========================================================================||
| 5No10 H1448. 0.TO 50 |
| |
| |
| |
| 5No10 H 55. 0.TO 5 |
||======= |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | |
| | | | | | | | | |
| | | | | | | | | |
| 5#10 | | | | | | | | |
| ooooo | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 11
ACI 318-11 BEAM NO. 5 DESIGN RESULTS
=============================================
LEN - 1100. MM FY - 414. FC - 28. MPA, SIZE - 1000. X 1390. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 53. 5 - 10MM 0. 222. YES NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 20.17 KN-MET AT 0.MM, LOAD 1|

44. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 44 / 437
| REQD STEEL= 54.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 515451.4 cm^4
2 53. 5 - 10MM 832. 1100. NO YES
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 20.17 KN-MET AT 1100.MM, LOAD 1|
| REQD STEEL= 54.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 515451.4 cm^4
3 1337. 5 - 10MM 0. 1100. YES YES
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 10.08 KN-MET AT 550.MM, LOAD 3|
| REQD STEEL= 27.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 515451.4 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 41./ 0. 20./ 0. 1/ 2
92. 22./ 0. 11./ 0. 1/ 2
183. 7./ 0. 3./ 0. 1/ 2
275. 0./ 5. 0./ 3. 0/ 3
367. 0./ 14. 0./ 7. 0/ 3

45. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 45 / 437
458. 0./ 19. 0./ 9. 0/ 3
550. 0./ 20. 0./ 10. 0/ 3
642. 0./ 19. 0./ 9. 0/ 3
STAAD SPACE -- PAGE NO. 12
733. 0./ 14. 0./ 7. 0/ 3
825. 0./ 5. 0./ 3. 0/ 3
917. 7./ 0. 3./ 0. 1/ 2
1008. 22./ 0. 11./ 0. 1/ 2
1100. 41./ 0. 20./ 0. 1/ 2
B E A M N O. 5 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 5 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 5 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
___ 7J____________________ 1100X1000X 1390_____________________ 3J____
||=========================================================================||
| 5No10 H1337. 0.TO 1100 |
| |
| |
| |
| 5No10 H 53. 0.TO 222 5No10 H 53. 832.TO 1100 |
||============== ==================||
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | |
| | | | | | | | | |
| | | | | | | | | |
| 5#10 | | | | | | | | 5#10 |
| ooooo | | | | | | | | ooooo |

46. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 46 / 437
|___________| |___________| |___________| |___________| |___________|
ACI 318-11 BEAM NO. 7 DESIGN RESULTS
=============================================
LEN - 1100. MM FY - 414. FC - 28. MPA, SIZE - 1000. X 1390. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 53. 5 - 10MM 210. 845. NO NO
STAAD SPACE -- PAGE NO. 13
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 10.08 KN-MET AT 550.MM, LOAD 1|
| REQD STEEL= 27.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 515451.4 cm^4
2 1337. 5 - 10MM 0. 553. YES NO
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 20.17 KN-MET AT 0.MM, LOAD 3|
| REQD STEEL= 54.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|---------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 515451.4 cm^4
3 1337. 5 - 10MM 501. 1100. NO YES
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 20.17 KN-MET AT 1100.MM, LOAD 3|
| REQD STEEL= 54.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |

47. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 47 / 437
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 515451.4 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 0./ 41. 0./ 20. 0/ 3
92. 0./ 22. 0./ 11. 0/ 3
183. 0./ 7. 0./ 3. 0/ 3
275. 5./ 0. 3./ 0. 1/ 2
367. 14./ 0. 7./ 0. 1/ 2
458. 19./ 0. 9./ 0. 1/ 2
550. 20./ 0. 10./ 0. 1/ 2
642. 19./ 0. 9./ 0. 1/ 2
733. 14./ 0. 7./ 0. 1/ 2
825. 5./ 0. 3./ 0. 1/ 2
917. 0./ 7. 0./ 3. 0/ 3
1008. 0./ 22. 0./ 11. 0/ 3
1100. 0./ 41. 0./ 20. 0/ 3
B E A M N O. 7 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 7 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
STAAD SPACE -- PAGE NO. 14
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 7 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
___ 8J____________________ 1100X1000X 1390_____________________ 4J____

48. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 48 / 437
||=========================================================================||
| 5No10 H1337. 0.TO 553 5No10 H1337. 501.TO 1100 |
| |
| |
| |
| 5No10 H 53. 210.TO 845 |
| ============================================= |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | |
| | | | | | | | | |
| | | | | | | | | |
| | | 5#10 | | 5#10 | | 5#10 | | |
| | | ooooo | | ooooo | | ooooo | | |
|___________| |___________| |___________| |___________| |___________|
ACI 318-11 BEAM NO. 9 DESIGN RESULTS
=============================================
LEN - 1103. MM FY - 414. FC - 28. MPA, SIZE - 1000. X 1394. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 53. 5 - 10MM 0. 223. YES NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 20.28 KN-MET AT 0.MM, LOAD 1|
| REQD STEEL= 54.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 518610.7 cm^4

49. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 49 / 437
2 53. 5 - 10MM 834. 1103. NO YES
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 20.28 KN-MET AT 1103.MM, LOAD 1|
| REQD STEEL= 54.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 518610.7 cm^4
3 1341. 5 - 10MM 0. 1103. YES YES
STAAD SPACE -- PAGE NO. 15
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 10.14 KN-MET AT 552.MM, LOAD 3|
| REQD STEEL= 27.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 518610.7 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 41./ 0. 20./ 0. 1/ 2
92. 22./ 0. 11./ 0. 1/ 2
184. 7./ 0. 3./ 0. 1/ 2
276. 0./ 5. 0./ 3. 0/ 3
368. 0./ 14. 0./ 7. 0/ 3
460. 0./ 19. 0./ 9. 0/ 3
552. 0./ 20. 0./ 10. 0/ 3
643. 0./ 19. 0./ 9. 0/ 3
735. 0./ 14. 0./ 7. 0/ 3
827. 0./ 5. 0./ 3. 0/ 3

50. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 50 / 437
919. 7./ 0. 3./ 0. 1/ 2
1011. 22./ 0. 11./ 0. 1/ 2
1103. 41./ 0. 20./ 0. 1/ 0
B E A M N O. 9 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 9 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 9 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
STAAD SPACE -- PAGE NO. 16
___ 9J____________________ 1103X1000X 1394_____________________ 4J____
||=========================================================================||
| 5No10 H1341. 0.TO 1103 |
| |
| |
| |
| 5No10 H 53. 0.TO 223 5No10 H 53. 834.TO 1103 |
||============== ==================||
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | |
| | | | | | | | | |
| | | | | | | | | |
| 5#10 | | | | | | | | 5#10 |
| ooooo | | | | | | | | ooooo |
|___________| |___________| |___________| |___________| |___________|
ACI 318-11 BEAM NO. 11 DESIGN RESULTS

51. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 51 / 437
=============================================
LEN - 1003. MM FY - 414. FC - 28. MPA, SIZE - 1000. X 1503. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 53. 5 - 10MM 194. 767. NO NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 8.38 KN-MET AT 502.MM, LOAD 1|
| REQD STEEL= 21.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 608457.5 cm^4
2 1450. 5 - 10MM 0. 537. YES NO
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 16.77 KN-MET AT 0.MM, LOAD 3|
| REQD STEEL= 41.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 608457.5 cm^4
3 1450. 5 - 10MM 424. 1003. NO YES
STAAD SPACE -- PAGE NO. 17
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 16.77 KN-MET AT 1003.MM, LOAD 3|
| REQD STEEL= 41.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|

52. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 52 / 437
Cracked Moment of Inertia Iz at above location = 608457.5 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 0./ 31. 0./ 17. 2/ 3
84. 0./ 17. 0./ 9. 2/ 3
167. 0./ 5. 0./ 3. 2/ 3
251. 4./ 0. 2./ 0. 1/ 0
334. 10./ 0. 6./ 0. 1/ 0
418. 14./ 0. 8./ 0. 1/ 0
502. 16./ 0. 8./ 0. 1/ 0
585. 14./ 0. 8./ 0. 1/ 2
669. 10./ 0. 6./ 0. 1/ 2
752. 4./ 0. 2./ 0. 1/ 2
836. 0./ 5. 0./ 3. 0/ 3
919. 0./ 17. 0./ 9. 0/ 3
1003. 0./ 31. 0./ 17. 0/ 3
B E A M N O. 11 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 11 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 11 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
STAAD SPACE -- PAGE NO. 18
___ 10J____________________ 1003X1000X 1503_____________________ 13J____
||=========================================================================||
| 5No10 H1450. 0.TO 537 5No10 H1450. 424.TO 1003 |

53. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 53 / 437
| |
| |
| |
| 5No10 H 53. 194.TO 767 |
| ============================================= |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | |
| | | | | | | | | |
| | | | | | | | | |
| | | 5#10 | | 5#10 | | 5#10 | | |
| | | ooooo | | ooooo | | ooooo | | |
|_________| |_________| |_________| |_________| |_________|
ACI 318-11 BEAM NO. 12 DESIGN RESULTS
=============================================
LEN - 1060. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 1390. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 5 - 10MM 0. 211. YES NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 18.73 KN-MET AT 0.MM, LOAD 1|
| REQD STEEL= 50.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 493710.9 cm^4
2 55. 5 - 10MM 804. 1060. NO YES

54. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 54 / 437
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 18.73 KN-MET AT 1060.MM, LOAD 1|
| REQD STEEL= 50.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 493710.9 cm^4
3 1335. 5 - 10MM 0. 1060. YES YES
STAAD SPACE -- PAGE NO. 19
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 9.36 KN-MET AT 530.MM, LOAD 3|
| REQD STEEL= 25.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 493710.9 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 38./ 0. 19./ 0. 1/ 0
88. 21./ 0. 10./ 0. 1/ 0
177. 6./ 0. 3./ 0. 1/ 0
265. 0./ 5. 0./ 2. 2/ 3
353. 0./ 13. 0./ 6. 2/ 3
442. 0./ 17. 0./ 9. 2/ 3
530. 0./ 19. 0./ 9. 2/ 3
618. 0./ 17. 0./ 9. 2/ 3
707. 0./ 13. 0./ 6. 2/ 3
795. 0./ 5. 0./ 2. 2/ 3
883. 6./ 0. 3./ 0. 1/ 0
972. 21./ 0. 10./ 0. 1/ 0

55. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 55 / 437
1060. 38./ 0. 19./ 0. 1/ 2
B E A M N O. 12 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 12 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 12 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
STAAD SPACE -- PAGE NO. 20
___ 11J____________________ 1060X1000X 1390_____________________ 7J____
||=========================================================================||
| 5No10 H1335. 0.TO 1060 |
| |
| |
| |
| 5No10 H 55. 0.TO 211 5No10 H 55. 804.TO 1060 |
||============== ==================||
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | |
| | | | | | | | | |
| | | | | | | | | |
| 5#10 | | | | | | | | 5#10 |
| ooooo | | | | | | | | ooooo |
|___________| |___________| |___________| |___________| |___________|
ACI 318-11 BEAM NO. 13 DESIGN RESULTS
=============================================
LEN - 1060. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 1390. MMS

56. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 56 / 437
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 5 - 10MM 203. 812. NO NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 9.36 KN-MET AT 530.MM, LOAD 1|
| REQD STEEL= 25.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 493710.9 cm^4
2 1335. 5 - 10MM 0. 531. YES NO
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 18.73 KN-MET AT 0.MM, LOAD 3|
| REQD STEEL= 50.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 493710.9 cm^4
3 1335. 5 - 10MM 484. 1060. NO YES
STAAD SPACE -- PAGE NO. 21
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 18.73 KN-MET AT 1060.MM, LOAD 3|
| REQD STEEL= 50.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 493710.9 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------

57. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 57 / 437
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 0./ 38. 0./ 19. 2/ 3
88. 0./ 21. 0./ 10. 2/ 3
177. 0./ 6. 0./ 3. 2/ 3
265. 5./ 0. 2./ 0. 1/ 0
353. 13./ 0. 6./ 0. 1/ 0
442. 17./ 0. 9./ 0. 1/ 0
530. 19./ 0. 9./ 0. 1/ 0
618. 17./ 0. 9./ 0. 1/ 0
707. 13./ 0. 6./ 0. 1/ 0
795. 5./ 0. 2./ 0. 1/ 0
883. 0./ 6. 0./ 3. 2/ 3
972. 0./ 21. 0./ 10. 2/ 3
1060. 0./ 38. 0./ 19. 0/ 3
B E A M N O. 13 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 13 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 13 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
STAAD SPACE -- PAGE NO. 22
___ 12J____________________ 1060X1000X 1390_____________________ 8J____
||=========================================================================||
| 5No10 H1335. 0.TO 531 5No10 H1335. 484.TO 1060 |
| |
| |
| |
| 5No10 H 55. 203.TO 812 |
| ============================================= |
|___________________________________________________________________________|

58. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 58 / 437
___________ ___________ ___________ ___________ ___________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | |
| | | | | | | | | |
| | | | | | | | | |
| | | 5#10 | | 5#10 | | 5#10 | | |
| | | ooooo | | ooooo | | ooooo | | |
|___________| |___________| |___________| |___________| |___________|
ACI 318-11 BEAM NO. 14 DESIGN RESULTS
=============================================
LEN - 100. MM FY - 414. FC - 28. MPA, SIZE - 1000. X 1503. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 53. 5 - 10MM 35. 100. NO YES
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 1.50 KN-MET AT 100.MM, LOAD 2|
| REQD STEEL= 4.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 608457.5 cm^4
2 1450. 5 - 10MM 0. 100. YES YES
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 5.58 KN-MET AT 0.MM, LOAD 3|
| REQD STEEL= 14.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |

59. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 59 / 437
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 608457.5 cm^4
3 1450. 5 - 10MM 0. 100. YES YES
STAAD SPACE -- PAGE NO. 23
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 0.03 KN-MET AT 100.MM, LOAD 1|
| REQD STEEL= 0.MM2, RHO=0.0000, RHOMX=0.0214 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 261./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 608457.5 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 0./ 10. 0./ 6. 0/ 3
8. 0./ 9. 0./ 5. 0/ 3
17. 0./ 8. 0./ 4. 0/ 3
25. 0./ 7. 0./ 4. 0/ 3
33. 0./ 6. 0./ 3. 1/ 2
42. 0./ 5. 0./ 2. 1/ 2
50. 0./ 4. 0./ 2. 1/ 2
58. 0./ 2. 0./ 1. 1/ 2
67. 0./ 1. 0./ 1. 1/ 2
75. 0./ 0. 0./ 0. 1/ 2
83. 1./ 0. 0./ 0. 3/ 0
92. 2./ 0. 1./ 0. 3/ 0
100. 3./ 0. 1./ 0. 2/ 1

60. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 60 / 437
B E A M N O. 14 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 14 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 14 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
STAAD SPACE -- PAGE NO. 24
___ 13J____________________ 99X1000X 1503_____________________ 2J____
||=========================================================================||
| 5No10 H1450. 0.TO 100 |
| |
| |
| |
| 5No10 H 53. 35.TO 100 |
| =================================================||
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | |
| | | | | | | | | |
| | | | | | | | | |
| | | | | 5#10 | | 5#10 | | 5#10 |
| | | | | ooooo | | ooooo | | ooooo |
|_________| |_________| |_________| |_________| |_________|
ACI 318-11 BEAM NO. 15 DESIGN RESULTS
=============================================
LEN - 1057. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 1503. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR

61. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 61 / 437
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 5 - 10MM 204. 809. NO NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 9.31 KN-MET AT 528.MM, LOAD 1|
| REQD STEEL= 23.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 582884.6 cm^4
2 1448. 5 - 10MM 0. 531. YES NO
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 18.62 KN-MET AT 0.MM, LOAD 3|
| REQD STEEL= 46.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 582884.6 cm^4
3 1448. 5 - 10MM 482. 1057. NO YES
STAAD SPACE -- PAGE NO. 25
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 18.62 KN-MET AT 1057.MM, LOAD 3|
| REQD STEEL= 46.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 582884.6 cm^4
REQUIRED REINF. STEEL SUMMARY :

62. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 62 / 437
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 0./ 35. 0./ 19. 2/ 3
88. 0./ 19. 0./ 10. 2/ 3
176. 0./ 6. 0./ 3. 2/ 3
264. 4./ 0. 2./ 0. 1/ 0
352. 12./ 0. 6./ 0. 1/ 0
440. 16./ 0. 9./ 0. 1/ 0
528. 17./ 0. 9./ 0. 1/ 0
617. 16./ 0. 9./ 0. 1/ 0
705. 12./ 0. 6./ 0. 1/ 0
793. 4./ 0. 2./ 0. 1/ 0
881. 0./ 6. 0./ 3. 2/ 3
969. 0./ 19. 0./ 10. 2/ 3
1057. 0./ 35. 0./ 19. 0/ 3
B E A M N O. 15 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 15 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 15 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
STAAD SPACE -- PAGE NO. 26
___ 14J____________________ 1057X1000X 1503_____________________ 10J____
||=========================================================================||
| 5No10 H1448. 0.TO 531 5No10 H1448. 482.TO 1057 |
| |
| |
| |
| 5No10 H 55. 204.TO 809 |

63. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 63 / 437
| ============================================= |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | |
| | | | | | | | | |
| | | | | | | | | |
| | | 5#10 | | 5#10 | | 5#10 | | |
| | | ooooo | | ooooo | | ooooo | | |
|_________| |_________| |_________| |_________| |_________|
********************END OF BEAM DESIGN**************************
69. DESIGN COLUMN 1 TO 5 7 9 11 TO 15
STAAD SPACE -- PAGE NO. 27
ACI 318-11 COLUMN NO. 1 DESIGN RESULTS
===============================================
FY - 413.7 FC - 30.0 MPA, RECT SIZE -1000.0 X1390.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 13900.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.085 1 END 0.900
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41298.76 33039.01 17104.74 8811.09 515.1
M0 P-tens. Des.Pn Des.Mn e/h

64. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 64 / 437
3982.19 -6238.30 -3.11 0.23 -0.74211
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41298.76 33039.01 16815.05 6270.55 372.9
M0 P-tens. Des.Pn Des.Mn e/h
2809.94 -6238.30 -3.11 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 30497.55 5723.49 15248.77 8773.61
P0 |* 27956.09 6624.37 12707.31 8530.50
| * 25414.62 7352.48 10165.85 8069.99
Pn,max|__* 22873.16 7931.90 7624.39 7381.51
| * 20331.70 8384.42 5082.92 6472.47
Pn | * 17790.24 8732.16 2541.46 5343.57
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 30497.55 4079.82 15248.77 6244.26
COMPRESSION| * 27956.09 4719.43 12707.31 6071.17
Pb|-------*Mb 25414.62 5235.40 10165.85 5742.24
| * 22873.16 5643.37 7624.39 5249.62
___________|____*_______20331.70 5958.91 5082.92 4600.54
| * M0 Mn,17790.24 6195.53 2541.46 3793.96
| * BENDING
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 28
ACI 318-11 COLUMN NO. 2 DESIGN RESULTS
===============================================
FY - 413.7 FC - 30.0 MPA, RECT SIZE -1000.0 X1390.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 13900.0 SQ. MM

65. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 65 / 437
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.085 1 END 0.900
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41298.76 33039.01 17104.74 8811.09 515.1
M0 P-tens. Des.Pn Des.Mn e/h
3982.19 -6238.30 -7.98 0.32 -0.39746
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41298.76 33039.01 16815.05 6270.55 372.9
M0 P-tens. Des.Pn Des.Mn e/h
2809.94 -6238.30 -7.98 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 30497.55 5723.49 15248.77 8773.61
P0 |* 27956.09 6624.37 12707.31 8530.50
| * 25414.62 7352.48 10165.85 8069.99
Pn,max|__* 22873.16 7931.90 7624.39 7381.51
| * 20331.70 8384.42 5082.92 6472.47
Pn | * 17790.24 8732.16 2541.46 5343.57
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 30497.55 4079.82 15248.77 6244.26
COMPRESSION| * 27956.09 4719.43 12707.31 6071.17
Pb|-------*Mb 25414.62 5235.40 10165.85 5742.24
| * 22873.16 5643.37 7624.39 5249.62
___________|____*_______20331.70 5958.91 5082.92 4600.54
| * M0 Mn,17790.24 6195.53 2541.46 3793.96
| * BENDING

66. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 66 / 437
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 29
ACI 318-11 COLUMN NO. 3 DESIGN RESULTS
===============================================
FY - 413.7 FC - 30.0 MPA, RECT SIZE -1000.0 X1394.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 13940.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.082 1 END 0.650
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41400.76 33120.61 17155.32 8854.87 516.2
M0 P-tens. Des.Pn Des.Mn e/h
3994.65 -6238.30 0.00 31.42 0.00000
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41400.76 33120.61 16862.79 6283.24 372.6
M0 P-tens. Des.Pn Des.Mn e/h
2810.28 -6238.30 0.00 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 30572.87 5754.21 15286.44 8816.62
P0 |* 28025.13 6659.64 12738.70 8571.46
| * 25477.39 7391.30 10190.96 8107.56

67. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 67 / 437
Pn,max|__* 22929.65 7973.36 7643.22 7414.66
| * 20381.91 8427.73 5095.48 6499.85
Pn | * 17834.18 8776.66 2547.74 5364.16
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 30572.87 4089.74 15286.44 6256.59
COMPRESSION| * 28025.13 4730.70 12738.70 6082.45
Pb|-------*Mb 25477.39 5247.65 10190.96 5752.07
| * 22929.65 5656.25 7643.22 5257.73
___________|____*_______20381.91 5972.09 5095.48 4606.42
| * M0 Mn,17834.18 6208.74 2547.74 3797.35
| * BENDING
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 30
ACI 318-11 COLUMN NO. 4 DESIGN RESULTS
===============================================
FY - 413.7 FC - 30.0 MPA, RECT SIZE -1000.0 X1503.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 15030.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.003 1 END 0.900
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
44180.26 35344.21 18532.84 10087.06 544.3
M0 P-tens. Des.Pn Des.Mn e/h
4334.33 -6238.30 -9.51 0.19 -0.40644
--------------------------------------------------------

68. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 68 / 437
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
44180.26 35344.21 18163.69 6629.26 365.0
M0 P-tens. Des.Pn Des.Mn e/h
2819.42 -6238.30 -9.51 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 32625.43 6621.82 16312.71 10025.57
P0 |* 29906.64 7655.22 13593.93 9721.32
| * 27187.86 8486.46 10875.14 9160.94
Pn,max|__* 24469.07 9142.47 8156.36 8341.97
| * 21750.28 9647.91 5437.57 7263.27
Pn | * 19031.50 10028.78 2718.79 5934.68
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 32625.43 4360.20 16312.71 6590.27
COMPRESSION| * 29906.64 5037.53 13593.93 6389.24
Pb|-------*Mb 27187.86 5581.09 10875.14 6019.46
| * 24469.07 6006.77 8156.36 5477.96
___________|____*_______21750.28 6330.82 5437.57 4766.30
| * M0 Mn,19031.50 6567.74 2718.79 3889.05
| * BENDING
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 31
ACI 318-11 COLUMN NO. 5 DESIGN RESULTS
===============================================
FY - 413.7 FC - 27.6 MPA, RECT SIZE -1000.0 X1390.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 13900.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------

69. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 69 / 437
48 - 20 MM 1.085 1 END 0.650
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
38469.38 30775.50 16088.82 8331.93 517.9
M0 P-tens. Des.Pn Des.Mn e/h
3970.33 -6238.26 0.00 31.03 0.00000
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
38469.38 30775.50 15814.15 5928.38 374.9
M0 P-tens. Des.Pn Des.Mn e/h
2799.55 -6238.26 0.00 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 28408.15 5347.48 14204.08 8313.55
P0 |* 26040.81 6203.28 11836.73 8107.37
| * 23673.46 6901.82 9469.39 7697.56
Pn,max|__* 21306.12 7465.38 7102.04 7075.53
| * 18938.77 7914.58 4734.69 6248.70
Pn | * 16571.42 8268.98 2367.35 5215.87
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 28408.15 3808.65 14204.08 5913.73
COMPRESSION| * 26040.81 4415.79 11836.73 5766.50
Pb|-------*Mb 23673.46 4910.51 9469.39 5473.93
| * 21306.12 5307.15 7102.04 5029.08
___________|____*_______18938.77 5620.20 4734.69 4439.04
| * M0 Mn,16571.42 5862.05 2367.35 3701.40
| * BENDING

70. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 70 / 437
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 32
ACI 318-11 COLUMN NO. 7 DESIGN RESULTS
===============================================
FY - 413.7 FC - 27.6 MPA, RECT SIZE -1000.0 X1390.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 13900.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.085 1 END 0.650
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
38469.38 30775.50 16088.82 8331.93 517.9
M0 P-tens. Des.Pn Des.Mn e/h
3970.33 -6238.26 0.00 31.03 0.00000
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
38469.38 30775.50 15814.15 5928.38 374.9
M0 P-tens. Des.Pn Des.Mn e/h
2799.55 -6238.26 0.00 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 28408.15 5347.48 14204.08 8313.55

71. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 71 / 437
P0 |* 26040.81 6203.28 11836.73 8107.37
| * 23673.46 6901.82 9469.39 7697.56
Pn,max|__* 21306.12 7465.38 7102.04 7075.53
| * 18938.77 7914.58 4734.69 6248.70
Pn | * 16571.42 8268.98 2367.35 5215.87
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 28408.15 3808.65 14204.08 5913.73
COMPRESSION| * 26040.81 4415.79 11836.73 5766.50
Pb|-------*Mb 23673.46 4910.51 9469.39 5473.93
| * 21306.12 5307.15 7102.04 5029.08
___________|____*_______18938.77 5620.20 4734.69 4439.04
| * M0 Mn,16571.42 5862.05 2367.35 3701.40
| * BENDING
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 33
ACI 318-11 COLUMN NO. 9 DESIGN RESULTS
===============================================
FY - 413.7 FC - 27.6 MPA, RECT SIZE -1000.0 X1394.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 13940.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.082 1 END 0.650
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
38563.15 30850.52 16136.31 8372.90 518.9
M0 P-tens. Des.Pn Des.Mn e/h

72. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 72 / 437
3982.78 -6238.26 0.00 31.20 0.00000
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
38563.15 30850.52 15858.96 5940.08 374.6
M0 P-tens. Des.Pn Des.Mn e/h
2799.90 -6238.26 0.00 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 28477.40 5376.04 14238.70 8353.94
P0 |* 26104.29 6236.11 11865.59 8145.92
| * 23731.17 6938.02 9492.47 7733.03
Pn,max|__* 21358.05 7504.14 7119.35 7106.96
| * 18984.94 7955.17 4746.23 6274.84
Pn | * 16611.82 8310.82 2373.12 5235.78
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 28477.40 3817.80 14238.70 5925.04
COMPRESSION| * 26104.29 4426.17 11865.59 5776.92
Pb|-------*Mb 23731.17 4921.81 9492.47 5483.02
| * 21358.05 5319.04 7119.35 5036.58
___________|____*_______18984.94 5632.40 4746.23 4444.50
| * M0 Mn,16611.82 5874.30 2373.12 3704.56
| * BENDING
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 34
ACI 318-11 COLUMN NO. 11 DESIGN RESULTS
===============================================
FY - 413.7 FC - 27.6 MPA, RECT SIZE -1000.0 X1503.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 15030.0 SQ. MM

73. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 73 / 437
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.003 1 END 0.650
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41118.34 32894.68 17429.88 9525.38 546.5
M0 P-tens. Des.Pn Des.Mn e/h
4322.11 -6238.26 0.00 25.80 0.00000
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41118.34 32894.68 17080.11 6258.85 366.4
M0 P-tens. Des.Pn Des.Mn e/h
2809.06 -6238.26 0.00 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 30364.32 6182.26 15182.16 9488.56
P0 |* 27833.96 7162.64 12651.80 9227.70
| * 25303.60 7959.06 10121.44 8726.75
Pn,max|__* 22773.24 8596.47 7591.08 7985.68
| * 20242.88 9098.26 5060.72 7003.19
Pn | * 17712.52 9487.60 2530.36 5787.11
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 30364.32 4066.93 15182.16 6232.64
COMPRESSION| * 27833.96 4708.92 12651.80 6060.51
Pb|-------*Mb 25303.60 5229.33 10121.44 5730.12
| * 22773.24 5642.73 7591.08 5240.43
___________|____*_______20242.88 5964.04 5060.72 4592.67
| * M0 Mn,17712.52 6207.30 2530.36 3790.24
| * BENDING

74. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 74 / 437
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 35
ACI 318-11 COLUMN NO. 12 DESIGN RESULTS
===============================================
FY - 413.7 FC - 30.0 MPA, RECT SIZE -1000.0 X1390.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 13900.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.085 1 END 0.650
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41298.76 33039.01 17104.74 8811.09 515.1
M0 P-tens. Des.Pn Des.Mn e/h
3982.19 -6238.30 0.00 28.81 0.00000
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
----------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41298.76 33039.01 16815.05 6270.55 372.9
M0 P-tens. Des.Pn Des.Mn e/h
2809.94 -6238.30 0.00 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 30497.55 5723.49 15248.77 8773.61
P0 |* 27956.09 6624.37 12707.31 8530.50
| * 25414.62 7352.48 10165.85 8069.99

75. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 75 / 437
Pn,max|__* 22873.16 7931.90 7624.39 7381.51
| * 20331.70 8384.42 5082.92 6472.47
Pn | * 17790.24 8732.16 2541.46 5343.57
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 30497.55 4079.82 15248.77 6244.26
COMPRESSION| * 27956.09 4719.43 12707.31 6071.17
Pb|-------*Mb 25414.62 5235.40 10165.85 5742.24
| * 22873.16 5643.37 7624.39 5249.62
___________|____*_______20331.70 5958.91 5082.92 4600.54
| * M0 Mn,17790.24 6195.53 2541.46 3793.96
| * BENDING
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 36
ACI 318-11 COLUMN NO. 13 DESIGN RESULTS
===============================================
FY - 413.7 FC - 30.0 MPA, RECT SIZE -1000.0 X1390.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 13900.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.085 1 END 0.650
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41298.76 33039.01 17104.74 8811.09 515.1
M0 P-tens. Des.Pn Des.Mn e/h
3982.19 -6238.30 0.00 28.81 0.00000
--------------------------------------------------------

76. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 76 / 437
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41298.76 33039.01 16815.05 6270.55 372.9
M0 P-tens. Des.Pn Des.Mn e/h
2809.94 -6238.30 0.00 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 30497.55 5723.49 15248.77 8773.61
P0 |* 27956.09 6624.37 12707.31 8530.50
| * 25414.62 7352.48 10165.85 8069.99
Pn,max|__* 22873.16 7931.90 7624.39 7381.51
| * 20331.70 8384.42 5082.92 6472.47
Pn | * 17790.24 8732.16 2541.46 5343.57
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 30497.55 4079.82 15248.77 6244.26
COMPRESSION| * 27956.09 4719.43 12707.31 6071.17
Pb|-------*Mb 25414.62 5235.40 10165.85 5742.24
| * 22873.16 5643.37 7624.39 5249.62
___________|____*_______20331.70 5958.91 5082.92 4600.54
| * M0 Mn,17790.24 6195.53 2541.46 3793.96
| * BENDING
P-tens|* MOMENT
|
STAAD SPACE -- PAGE NO. 37
ACI 318-11 COLUMN NO. 14 DESIGN RESULTS
===============================================
FY - 413.7 FC - 27.6 MPA, RECT SIZE -1000.0 X1503.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 15030.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.003 1 END 0.900

77. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 77 / 437
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41118.34 32894.68 17429.88 9525.38 546.5
M0 P-tens. Des.Pn Des.Mn e/h
4322.11 -6238.26 -8.32 0.04 -0.04588
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
41118.34 32894.68 17080.11 6258.85 366.4
M0 P-tens. Des.Pn Des.Mn e/h
2809.06 -6238.26 -8.32 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 30364.32 6182.26 15182.16 9488.56
P0 |* 27833.96 7162.64 12651.80 9227.70
| * 25303.60 7959.06 10121.44 8726.75
Pn,max|__* 22773.24 8596.47 7591.08 7985.68
| * 20242.88 9098.26 5060.72 7003.19
Pn | * 17712.52 9487.60 2530.36 5787.11
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 30364.32 4066.93 15182.16 6232.64
COMPRESSION| * 27833.96 4708.92 12651.80 6060.51
Pb|-------*Mb 25303.60 5229.33 10121.44 5730.12
| * 22773.24 5642.73 7591.08 5240.43
___________|____*_______20242.88 5964.04 5060.72 4592.67
| * M0 Mn,17712.52 6207.30 2530.36 3790.24
| * BENDING
P-tens|* MOMENT
|

78. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 78 / 437
STAAD SPACE -- PAGE NO. 38
ACI 318-11 COLUMN NO. 15 DESIGN RESULTS
===============================================
FY - 413.7 FC - 30.0 MPA, RECT SIZE -1000.0 X1503.0 MMS, TIED
ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 15030.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
48 - 20 MM 1.003 1 END 0.650
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
44180.26 35344.21 18532.84 10087.06 544.3
M0 P-tens. Des.Pn Des.Mn e/h
4334.33 -6238.30 0.00 28.65 0.00000
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
44180.26 35344.21 18163.69 6629.26 365.0
M0 P-tens. Des.Pn Des.Mn e/h
2819.42 -6238.30 0.00 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 32625.43 6621.82 16312.71 10025.57
P0 |* 29906.64 7655.22 13593.93 9721.32
| * 27187.86 8486.46 10875.14 9160.94
Pn,max|__* 24469.07 9142.47 8156.36 8341.97

79. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 79 / 437
| * 21750.28 9647.91 5437.57 7263.27
Pn | * 19031.50 10028.78 2718.79 5934.68
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 32625.43 4360.20 16312.71 6590.27
COMPRESSION| * 29906.64 5037.53 13593.93 6389.24
Pb|-------*Mb 27187.86 5581.09 10875.14 6019.46
| * 24469.07 6006.77 8156.36 5477.96
___________|____*_______21750.28 6330.82 5437.57 4766.30
| * M0 Mn,19031.50 6567.74 2718.79 3889.05
| * BENDING
P-tens|* MOMENT
|
********************END OF COLUMN DESIGN RESULTS********************

80. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 80 / 437
9.3 Anchor Blocks – Type III
EFFORTS ON THE BLOCK
1 - Self-weight
Data
A = 0,25 m F = 2,00 m H = 3,5 m
B = 3,38 m G = 4,00 m J = 0,6 m
C = 0,75 m L = 8,30 m K = 1,3 m
D = 8,00 m M = 2,10 m
E1= 0,20 m N = 4,00 m
E2= 2,00 m
r = 25 kN/m³ r - unit weight of concrete
3801,05 kN
2 - Hydro strength
K
JH
F1 F2

Y
=
x
Fhidr
=
Y
D
B A
MNE1
F G F
C BA
E2
L
x
Fhidr

81. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 81 / 437
Data
ᵦ = 45 degrees
P1 = 0,55556 m³/s P1 - Pressure upstream
P2 = 0,55556 m³/s P2 - Pressure downstream
D1 = 0,82 m D1 - Diameter of the upstream pipe
D2 = 0,82 m D2 - Diameter of the downstream pipe
A1 = 0,52 m² A1 - Cross-sectional area of the pipe upstream
A2 = 0,52 m² A2 - Cross-sectional area of the pipe downstream
Q1 = 2000 m³/h Q1 - Flow upstream
Q2 = 2000 m³/h Q2 - Flow downstream
V1 = 1,06 m/s V1 - Upstream fluid velocity
V2 = 1,06 m/s V2 - Downstream fluid velocity
r = 1,00 r - Density of the fluid
g = 10,00 m/s² g = Gravitational acceleration
212,29 kN
212,29 kN
162,48 kN
0,00 kN
0,00 kN
162,48 kN
+

82. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 82 / 437
Application point
Z = -1,90 m
0,00 m
0,77 m
BLOCK STABILITY VERIFICATION
1 - Tensions in the soil
(Resulting vertical force)
3801,05 kN
(Resulting moment about the X axis)
2610,112 kN.m
(Resulting moment around the Y axis)
0,00 kN.m
A = 32,06 m²
42,85363 m4
171,2006 m4
371,48 kN./m²
57,65 kN./m²
Fully compressed Foundation

83. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 83 / 437
2 - Slip
0,00 kN
162,48 kN
30 degrees (Intemal friction angle soil)
0,38
1463,02 kN
0,67 kN./m² (Soil cohesion)
16,03 kN./m² (Compressed the foundation area)
10,69 kN
1473,71 kN
9,07 ok
1463,02 kN
9,00 Meets the security criteria for verification without consideration of soil cohesion
It will also be made to check the slip without consideration of soil cohesion, as any variation in the effect of this
contribution of value to resist slip may compromise the stability of the structure.




84. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 84 / 437
3 - Tipping
309,52 kN
2919,64 kN
9,43 ok
DIMENSIONING
1 - Materials
Concrete:
30 Mpa
1,4
21,43 Mpa
Steel:
500 Mpa
1,15
434,783 Mpa



85. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 85 / 437
2 - Base block
Puncturing the verification of block base
16673,48 kN
24,02 m
d = 0,55 m
1250,72 kN./m²
0,88
5091,43 kN ok
Reinforcement
1314,89 kN 5888,03 kN
42,34 cm² 189,59 cm²
10,57 cm²/m 23,68 cm²/m

86. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 86 / 437
3 – Concrete Ring Check:
Verification of the concrete ring Product information will be made through Staad Pro V8i software.
Model adopted:
Efforts

87. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 87 / 437
Dimensioning
ACI 318-11 BEAM NO. 1 DESIGN RESULTS
=============================================
LEN - 100. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 1800. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 5 - 10MM 0. 23. YES NO
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 4.50 KN-MET AT 0.MM, LOAD 3|
| REQD STEEL= 9.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 852975.4 cm^4
2 55. 5 - 10MM 70. 100. NO YES
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 0.28 KN-MET AT 100.MM, LOAD 1|
| REQD STEEL= 1.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 852975.4 cm^4
3 1745. 5 - 10MM 0. 100. YES YES
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 21.05 KN-MET AT 100.MM, LOAD 2|
| REQD STEEL= 43.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|

88. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 88 / 437
Cracked Moment of Inertia Iz at above location = 852975.4 cm^4
REQUIRED REINF. STEEL SUMMARY :
-------------------------------
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
( MM ) (SQ. MM ) (KNS-MET )
0. 7./ 0. 4./ 0. 3/ 0
8. 4./ 0. 2./ 0. 2/ 1
17. 0./ 0. 0./ 0. 2/ 1
25. 0./ 3. 0./ 2. 0/ 3
33. 0./ 6. 0./ 4. 0/ 3
42. 0./ 10. 0./ 6. 0/ 3
50. 0./ 13. 0./ 8. 0/ 3
58. 0./ 16. 0./ 10. 0/ 3
STAAD SPACE -- PAGE NO. 4
67. 0./ 19. 0./ 13. 0/ 3
75. 0./ 23. 0./ 15. 1/ 2
83. 0./ 26. 0./ 17. 1/ 2
92. 0./ 29. 0./ 19. 1/ 2
100. 0./ 33. 0./ 21. 1/ 2
B E A M N O. 1 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 1 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 1 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
___ 1J____________________ 99X1000X 1800_____________________ 11J____
||=========================================================================||
| 5No10 H1745. 0.TO 100 |

89. PIP-CIV-CAL-0511 RIVER WATER PIPELINE Page. 89 / 437
| |
| |
| |
| 5No10 H 55. 0.TO 23 5No10 H 55. 70.TO 100 |
||================ ======================||
|___________________________________________________________________________|
_______ _______ _______ _______ _______ _______ _______
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 | | 5#10 |
| | | | | | | | | | | | | |
| | | | | | | | | | | | | |
| | | | | | | | | | | | | |
| 5#10 | | 5#10 | | | | | | | | 5#10 | | 5#10 |
| ooooo | | ooooo | | | | | | | | ooooo | | ooooo |
|_______| |_______| |_______| |_______| |_______| |_______| |_______|
ACI 318-11 BEAM NO. 2 DESIGN RESULTS
=============================================
LEN - 100. MM FY - 414. FC - 30. MPA, SIZE - 1000. X 3500. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 55. 5 - 10MM 0. 100. YES YES
STAAD SPACE -- PAGE NO. 5
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 1.51 KN-MET AT 0.MM, LOAD 2|
| REQD STEEL= 2.MM2, RHO=0.0000, RHOMX=0.0228 RHOMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 256./ 35./ 222. MMS |
| REQD. DEVELOPMENT LENGTH = 305. MMS |
|----------------------------------------------------------------|