PE ENDORSEMENT FOR
DESIGN OF NEW FCC AND GUARD HOUSE BUILDING
PEs DESIGN REPORT
DOCUMENT PREPARATION RECORD
- 3rd November 2016 JK KHT KHT Client Submission
Rev Date Prepared By Checked By Approved By Description
Tann Designs & Engineers
Content 2
Design Information 3
1. INTRODUCTION 3
2. DESIGN INFORMATION AND CRITERIA 3
2.1 Scope of analysis 3
2.2 Result of Analysis 3
2.3 Code of Practice 3
2.4 Software 3
2.5 Unit System 3
2.6 Design Loading 4
2.7 Density of Building Material 4
2.8 Ultimate Limit State
2.9 Serviceability Limit State
2.10 Material Strength
2.1 Conclusion
3. ANALYSIS AND DESIGN CALCULATIONS
3.1 Staad Model
3.2 Connection Calculation
2
DESIGN INFORMATION
1. INTRODUCTION
This submission focuses on the calculation for the proposed FCC and Guardhouse Building at 3 Joo Koon
Circle.
2. DESIGN INFORMATION AND CRITERIA
2.1 Scope of Analysis
Using code-prescribed load combinations, the structure were analyzed and checked using Staad Pro V8i
Software. Staad Pro (Structural Analysis and Design for Professionals) is a finite element software
developed by Bentley. The program is capable of analysing advance structures and does so by calculation
deformations as well as internal forces and stresses.
2.2 Result of Analysis
This calculation by the Professional Engineer indicated that the design of the structure is adequate and
sound.
2.3 Code of Practice
The structures are designed in accordance to the following Codes, Standards and technical literatures:
EN 1991 Eurocode 1 Action on Structures
EN 1992 Eurocode 2 Design of Concrete Structures
EN 1993 Euroode 3 Design of Steel Structures
2.4 Software
No. Software Version Purpose
1 Staad Pro V8.1 Structural Analysis & Design
2 MS Excel - Hand calculation
3 Prokon 2.4 Reinforcement Designs
2.5 Unit System
SI units are used through the calculation as follows:
Fundamental Units shall be in:
Length Meter (m)
Mass Kilogram (kg)
Time Seconds
Derived Units shall be in:
Force kiloNewton (kN)
Pressure kilopascal (kPa)
Energy Joule (J)
Density Kilogram per cubic meter (kg/m3)
2.6 Design Loading
LOADING Unit
Dead Load
Self-weight
Live Load 2.5 kN/m2
3
2.7 Density of Building Material
MATERIAL kN/m3
Reinforced Concrete 24.0
2.8 Ultimate Limit State
2.5.1 Load Combinations and Load Factors considered.
a) 1.35(SW + DL) +1.5LL
2.9 Serviceability Limit State
a) Load combination and load factors considered
i. 1.0(DL + SW) +1.0LL
b) Deflection : Span/180 for cantilever
Span/270 for simple
2.10 Material Strength
USAGE N/mm2
RC Foundation, Beams, and Slabs 25
Columns 30
4
3.1 Staad Model
5
3.2 Structural Design
6
7