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Higher National Diploma in ConstructionUnit 30: Advanced Structural Design (A/615/1416) – (2018 Specification)

Advanced Structural Design – Unit 30

This assignment for the Higher National Diploma in Construction (Unit 30: Advanced Structural Design) focuses on analyzing statically determinate beams, frames, and columns while applying design principles. It requires students to prepare a formal report (1,500–2,500 words) that includes calculations, sketches, and references while adhering to professional engineering standards.

Unit Learning Outcomes:

  1. Wind Load Analysis – Examining deflection due to wind loading and methods for resistance.
  2. Structural Analysis – Determining bending, shear, and deflection for complex support conditions.
  3. Column & Foundation Design – Designing complex columns and piled foundations.
  4. Tensile Structures – Exploring alternative structural designs.

Case Study: Unity Place, Milton Keynes (Santander HQ)

  • Project Scope: Eight-story, 44,000m² commercial building for 5,000 staff.
  • Structural Features: Four interconnected blocks with atria.
  • Sustainability & Safety: Energy efficiency, rainwater harvesting, fire protection systems.

Assignment Tasks:

  1. Wind Load Analysis: Calculating wind loading and evaluating resistance methods.
  2. Structural Calculations: Determining support reactions, shear/bending moments, and deflections.
  3. Column & Foundation Design: Evaluating axial load capacities for steel and concrete foundations.
  4. Alternative Methods: Analyzing piled foundations, steel columns, and benefits of BIM.
  5. Tensile Structures: Designing and justifying tensile structure choices.

Resources: The assignment references key textbooks and online materials for structural analysis and design.

Plagiarism Policy: All work must be original, properly referenced, and in compliance with academic integrity guidelines.

This document provides a structured approach to advanced structural design principles, preparing students for practical applications in engineering.


Learner Name / ID Number:
Academic Year: 2024 – 2025
Unit Assessor: Various
Assignment Title: Analysis of Statically Determinate Beams, Frames, and Columns and Their Design Principles
Issue Date: 2024/25
Submission Date: Individually Negotiated
Assignment Writer: Matthew Stewart
IV Name: Karen Tucker


Submission Format:

The submission for this assignment is as follows:

  • A formal report including sections relating to the case study analysis and required calculations.
  • The report should be between 1500-2500 words.
  • Answers should be written in a concise, formal business style.
  • Calculations should include all steps rather than only final answers.
  • Font choice, size, and line spacing should ensure clarity and readability.
  • Sketches, drawings, images, graphics, and charts are encouraged.
  • Proper referencing must be used in accordance with a standard citation format.
  • The Assignment Brief and Learner Declaration must be submitted at the beginning of the report.

Unit Learning Outcomes:

  • LO1: Explore deflection due to wind loadings on fixed structures and strategies to resist wind loading.
  • LO2: Determine bending, shear, and deflection for complex support conditions.
  • LO3: Design complex columns and piled foundations based on calculation.
  • LO4: Explore the design of tensile structures.

Assignment Brief and Guidance

Purpose of this Assignment:

This assignment allows learners to analyze beams and frames for bending moments and shear forces, using those parameters to design basic elements with different materials.

Scenario:

You work for an SME (Small or Medium Enterprise) structural engineering company as a Structural Design Engineer. You assist senior colleagues while also studying part-time towards Chartered Engineer status. You previously spent a year on-site under mentorship to understand practical aspects of the role.

Your company has recently won a project for the design and construction of a large commercial structure:

Case Study: Unity Place, Milton Keynes (Santander HQ)

  • Project Value: £41M
  • Building Specs: Eight-storey, 44,000m² commercial office for 5,000 staff.
  • Structure: Four interconnected blocks with three full-height atria.
  • Sustainability Features: Energy-efficient lighting, rainwater harvesting, and high-efficiency heating/cooling.
  • Safety Features: Commercial sprinkler systems, automatic smoke clearance.

Assignment Tasks:

Task 1: Wind Load Analysis

Calculate:

  • (P1) The wind loading on provided structure examples.

Discuss:

  • (P2) Methods to resist or manage wind loading.
  • (M1) Relationship between building form and wind loading.
  • (D1) Size and type of lateral stiffening required to resist wind loading.

Task 2: Complex Support Conditions

Calculate:

  • (P3) Horizontal and vertical reaction forces at the supports.
  • (P3) Shear force and bending moment diagrams with principle values.
  • (P3) Position and magnitude of the design bending moment.

Determine:

  • (P4) Maximum vertical deflection using Macaulay’s method.
  • (P4) Maximum rotation using Mohr’s theorem.
  • (P5) Evaluation of structural connections in complex support conditions.
  • (M2) Relationship between bending, shear, and deflection.
  • (D2) Material efficiency in managing bending, shear, and deflection.

Task 3: Column and Foundation Design

Calculate:

  • (P6) Axial load carrying capacity of complex steel columns with eccentric loading.
  • (P7) Axial load carrying capacity of reinforced concrete piled foundations.

Task 4: Alternative Design Methods

Prepare:

  • (P8) Design information for a structure with piled foundations and steel columns.

Discuss:

  • (M3) Benefits of Building Information Modelling (BIM) in the design workflow.
  • (D3) Assessment of foundation types based on construction speed, economy, safety, and environmental impact.

Task 5: Tensile Structure Design

Discuss:

  • (P9) Differences between types of tensile structures.

Design:

  • (P10) A simple tensile structure for a given scenario.

Compare:

  • (M4) Comparison of tensile structural solutions for a given scenario.

Justify:

  • (D4) Justification of a tensile structure choice using calculations and research.

Recommended Resources:

Books:

  • Anthony, A. et al. (2007). Reynolds’s Reinforced Concrete Designer’s Handbook.
  • Durka, F. et al. (2002). Structural Mechanics: Loads, Analysis, Design and Materials.
  • Fiona, C. (2008). Structural Engineer’s Pocket Book.
  • Hulse, R. and Cain, J. (2000). Structural Mechanics.
  • McKenzie, W. (2003). Design of Structural Elements.
  • Mosley, H. (2007). Reinforced Concrete Design.
  • Seward, D. (2003). Understanding Structures: Analysis, Materials, Design.

Online Resources:


Plagiarism and Declaration:

Plagiarism is a serious academic offense. All sources used must be properly referenced.

Learner Declaration:

I certify that the evidence submitted is my own work. I have clearly referenced all sources and AI tools used. I understand that false declaration is a form of malpractice.

Learner Signature: ________________________ Date: __________

Assessor Declaration:

I certify that, to the best of my knowledge, the evidence submitted is the learner’s own work. The learner has clearly referenced all sources and AI tools used. I understand that false declaration is a form of malpractice.

Assessor Signature: ________________________ Date: __________


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