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Musaimeer Pumping Station and Outfall: Project Code: Ia 14/15 C 015 G

This document provides a detailed design report for the pumping station walls that are part of the Musaimeer Pumping Station and Outfall Project. It details the calculations for the external walls that are 2000mm, 1500mm, and 1000mm thick. The purpose is to provide the structural design of the walls according to Eurocode and other international design codes to ensure safety under serviceability and ultimate design states. References included the design criteria report, contract documents, and assumptions refer to the main report for design parameters. Software used includes ROBOT STRUCTURAL ANALYSIS PROFESSIONAL 2019, customized Excel sheets, and standard Excel spreadsheets. The reinforced concrete design of the structural members was carried out and found to

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110 views

Musaimeer Pumping Station and Outfall: Project Code: Ia 14/15 C 015 G

This document provides a detailed design report for the pumping station walls that are part of the Musaimeer Pumping Station and Outfall Project. It details the calculations for the external walls that are 2000mm, 1500mm, and 1000mm thick. The purpose is to provide the structural design of the walls according to Eurocode and other international design codes to ensure safety under serviceability and ultimate design states. References included the design criteria report, contract documents, and assumptions refer to the main report for design parameters. Software used includes ROBOT STRUCTURAL ANALYSIS PROFESSIONAL 2019, customized Excel sheets, and standard Excel spreadsheets. The reinforced concrete design of the structural members was carried out and found to

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Copyright
© © All Rights Reserved
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Download as DOCX, PDF, TXT or read online on Scribd
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MUSAIMEER PUMPING

STATION AND OUTFALL


PROJECT CODE: IA 14/15 C 015 G

Calculation Title: Detailed Design Report Permanent


Works – Pumping Station (Part 1)
Calculation Reference Number: STR-CAL-002

PURPOSE:
Detailed design calculations for all the External walls 2000mm, 1500mm and 1000mm thick for the
pumping stations

REFERENCES:
 Design Criteria Report – Structural and Geotechnical and Underground Structure C2017_109-RPT-
DE-0001
 Contract Document, Contract No: C2017/109, Schedule A – Project Brief, Part 3, Design and Build
Project requirements and Specifications
 Contract Document, Contract No: C2017/109, Schedule A – Project Brief, Reference
Documentation, Part 2, Tender Drawings
 Contract Document, Contract No: C2017/109, Schedule H – Other Documents, Tender Circulars
and Post Tender clarifications.
ASSUMPTIONS:
 Refer to the main report C2017_109-RPT-DD-ST-PS-8650 for the design parameters considered
SOFTWARE (IF ANY):
 ROBOT STRUCTURAL ANALYSIS PROFESSIONAL 2019 (RSA)

 Customized Excel sheet for the Design of members (Covering SLS and ULS conditions)
 Standard Excel spreadsheets for EAT check (CIRIA C660 standard sheets)

CONCLUSION:
 Reinforced concrete design of the structural members are carried out as per Eurocode and other
relavent international design codes and the design are found to be safe under serviceability and
Ultimate design states.

NAME DESIGNATION SIGNATURE DATE


Nalli
Haranichandu/
PREPARED BY: Structural Engineer 10-01-19
Waseem Ahmad/
Gautham Sathish/
Ramkumar Sen. Structural
CHECKED BY: 10-01-19
Sundaram Engineer
Gianpaolo Chief Project
APPROVED BY: 10-01-19
Busacchi Manager

Rev DATE DESCRIPTION


00 10-01-19 Detailed design report Permanent works – Pumping Station (Part 1)

Total number of pages: 563


Date: 7-Dec-17
MUSAIMEER PUMPING
STATION AND OUTFALL

HYDRAULIC CALCULATIONS AND


PROJECT CODE: IA 14/15 C 015 G Rev.: 00 Page 2 of 9
PROFILES

Doc. Ref. No: C2017_109-RPT-DD-ME-PS-3441

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