- Assessment: Financial Performance Evaluation of Savory Snacks Company Ltd for Credit
- CMI L5 Assignment: Managing Stakeholder Relationships: Strategies, Challenges, and Best Practices
- Level 3 Unit 2 Assignment: Principles, Values and Regulation in the Health and Social Care Sector
- COM4006 Assignment: Introduction to Academic Skills and Professional Development
- Assessment: Managing Organisational Change: Evaluating Strategies, Challenges, and Impact
- UNIT CMI 706 Assignment: Finance for Strategic Leaders: The Role, Scope, and Impact of Finance
- ENGINEERING DESIGN TMA2 v1: CAD Design Report: Specification, Evaluation & Drawings
- Unit CMI 514 Assignment: Analysis of Organisational Change: Managing Change
- EMS402U TMA1: Engineering Design Solutions: Concept Development & Assessment
- LEVEL 3 UNIT 31: Effective Project Management (International BTEC )
- ILM Level 4 ASSIGNMENT: Managing equality and diversity in own area
- CMI 504 Assessment: The Rationale For Managing Performance Within Organisations
- Level 7 Unit 03 Assignment: Leading a Strategic Management and Leadership
- LO:01, LO:02 (MSCCO01) Managing Innovation and Change in Computing
- CMI Level 6 Certificate in Professional Management and Leadership
- Financial Accounting: Double-Entry Bookkeeping, Journals, Ledgers, and Trial Balance Preparation
- Assignment 1: Understand and Work with a Wide Range of Stakeholders and Organisational Structures
- CMI 526 Assessment: Principles of Leadership Practice
- Promoting Health, Wellbeing, and Inclusive Care in Health and Social Care Settings
- MID4022 Legal and Ethical Professional Principle in Midwifery
Explain with necessary calculations whether you need to consider the T order effect or not in designing: Concrete pavements and construction management Assignment, UD, UK
| University | University Of Derby (UD) |
| Subject | Concrete pavements and construction management |
Question Figure I shows a reinforced concrete column which is supported over pin support at the end “A” and roller support at the end “B”. “N” load is eccentrically applied to the column as shown. In the Ultimate Limit State (ULS), the “N” load is equal to 1400 kN (NE,I) and in Serviceability Limit State (SLS) with a quasi-permanent combination, “N” load is equal to 750 kN (NL). The column has a cross-section of 350 nun x 350 mm. The following material data are also given;
a) Explain with necessary calculations whether you need to consider the T order effect or not in designing column AB. (15%)
b) Design the column to withstand the uniaxial bending moment and the axial force. Usc longitudinal bar size: 25 mm and stirrup size: 10 mm. (30%)
Do You Need Assignment of This Question
Excelling in Concrete Pavements and Construction Management has never been easier! University of Derby’s specialized Online Assignment Assistance offers dynamic University Assignment Help Service via Diploma Assignment Help UK. Unleash your potential with expert mentorship, cutting-edge resources, and industry exposure. Embrace a journey of growth as you master the art of constructing durable, sustainable, and innovative concrete pavements. Start your transformation today!
Answer
