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Category: Analysis

Axial Shortening in Tall Buildings
Analysis

Axial Shortening in Tall Buildings

Posted on 2 May 202227 June 2022 by Omotoriogun Victor

This article discusses axial shortening and its causes, how they can be predicted, evaluated and mitigated. It would explain the measures structural engineers and building contractors may employ to counter its effect. It would also make references to the current codes of practices were necessary.

Concealed Beams in Concrete Structures
Analysis

Concealed Beams in Concrete Structures

Posted on 14 September 202119 September 2021 by Omotoriogun Victor

This article presents the design of concealed concrete beams, sometimes referred to as the “wide or strong band beams…

Structural Aspects of Selecting Plane Steel Trusses
Analysis

Structural Aspects of Selecting Plane Steel Trusses

Posted on 16 August 202130 August 2021 by Omotoriogun Victor

A truss is a triangulated assembly of interconnected elements, pinned at the nodes and typically having all external forces and reactions applied at the nodes (Figure 1). Trusses are extremely strong and a very cost-effective solution when compared to other structural options

[Opinion] Choice of Structural form for a Monopitch Roof
Analysis

[Opinion] Choice of Structural form for a Monopitch Roof

Posted on 10 July 202110 July 2021 by Omotoriogun Victor

You’re faced with the design of a steel truss for a monopitch roof spanning 18.35m. The roof is invariably enclosed hence is considered predominantly subjected to gravity loads, which scheme would you choose or consider more appropriate and why?

Displacement of Trusses | Principle of Virtual Work
Analysis

Displacement of Trusses | Principle of Virtual Work

Posted on 20 May 202012 February 2023 by Omotoriogun Victor

The principle of virtual work sometimes known as the “unit-load” method was developed by John Bernoulli in 1717. It is a direct application of the principle of conservation of energy

Analysis of  Shear Walls-Worked Example
Analysis

Analysis of Shear Walls-Worked Example

Posted on 16 May 202010 October 2021 by Omotoriogun Victor

Thus, one of the methods of ensuring lateral stability and avoiding excessive lateral deflection is by deploying shear walls across the width of the building to resist the lateral forces.

Designing a Flat Slab-Worked Example
Analysis

Designing a Flat Slab-Worked Example

Posted on 11 May 202019 September 2021 by Omotoriogun Victor

Flat slabs are reinforced concrete slabs supported directly on columns, without beams. They are sometimes thickened at the columns to form column drops.

Actions on Barriers  and Vehicle Loading
Analysis

Actions on Barriers and Vehicle Loading

Posted on 9 April 20209 April 2020 by Omotoriogun Victor

Introduction This post concerns the application of lateral loads to barriers and wheel axle loads from vehicles. The nature of this type of loads may…

Derivation of Actions on Concrete Columns-Worked Example
Analysis

Derivation of Actions on Concrete Columns-Worked Example

Posted on 4 April 20205 April 2020 by Omotoriogun Victor

Introduction Before a column can be designed, the actions to which it must support must be determined. This includes the axial compressive forces and bending…

Concept of Moment Redistribution
Analysis

Concept of Moment Redistribution

Posted on 3 April 20203 April 2020 by Omotoriogun Victor

Introduction Moment redistribution must not be confused with moment distribution, as the two terms are distinctly dissimilar in meaning. Moment distribution is an approximate method…

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Recent Posts

  • Designing for the Unexpected: Why Robustness is More Than a Code Requirement
  • Structural Checks That Prevent Failures—But Are Often Ignored
  • Why You Must Always Check Load Combinations Manually—Even with Software
  • The Structural Engineer’s Guide to Reading Geotechnical Reports
  • How to Write a Construction Method Statement That Works

Recent Comments

  • Michael on Structural Design of Helicoidal Staircases | Worked Example
  • Achan on Structural Design of Helicoidal Staircases | Worked Example
  • Jade Royell Balmes Villanueva on Design of Bolted Connections | Worked Example
  • Chowdary on Structural Design of Helicoidal Staircases | Worked Example
  • David Oluwatomisin Tella on Foundation Design – Does Eurocode 7 Justify Higher Bearing Capacity Values?

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