TechNote#007 Water Tank Roof Covers

Roy G Harrison,  B.Sc(Eng), MIStructE, MIEAust, CPEng Steven CONRAD Harrison,  B.Tech(Mfg & Mech.), MIIE, gradTIEAust Action Effects In 2002, the loading codes were revised and a philosophy of “Design Actions” introduced specifying criteria and procedures for the structural design of a building or structure in “Limit States” format. The design of a structure for strength […]

TechNote#004 A GUIDE TO THE QUALITATIVE ASSESSMENT OF STRUCTURES

INTRODUCTION This guide is written to assist you (manufacturers/suppliers) with the following: Understanding the limitations of your currently held pre-engineered solutions. Assist you with developing a qualitative understanding of structures so that you can identify problems before they eventuate and seek engineering assistance to resolve them. THE GUIDE Not having a qualitative understanding of the […]

TechNote#003 A GUIDE TO UNDERSTANDING THE ENGINEERING PROFESSION FOR MANUFACTURERS/SUPPLIERS AND OTHER USERS OF PRE-ENGINEERED SOLUTIONS

INTRODUCTION This guide is written to assist you (manufacturers/suppliers) with the following: Guidance on what services a consulting engineer can offer and therefore enable you to obtain the most appropriate service for your needs. Guidance on the risk, liability and responsibilities that engineering practitioners usually accept in the course of their duties. THE GUIDE Users […]

TechNote#002 SIMPLIFIED DESIGN METHOD – DESIGN BY COMPARISON

INTRODUCTION What follows is a simplified method of design and estimating of structural adequacy for use by shed fabricators/suppliers and other manufacturers/suppliers whose products are based on pre-engineered solutions. These enterprises either have existing products that have a history of successful operation, or a range of products that have been demonstrated to be compliant with […]

Design Wind Speeds for South Australia

BASIC REGIONAL WIND SPEED Typical Building/Structure V[R] = 45 m/s [162 km/h] mean return period 500 years 5% risk of exceedance for 25 year design life Post Disaster Building/Structure V[R] = 48 m/s [173 km/h] mean return period 2000 years 1.25% risk of exceedance for 25 year design life These wind speeds are typically as […]

Setting Up Spreadsheet Environment

General instructions for setting up environment for use of my spreadsheet collection, either downloaded from here or from ExcelCalcs. To test the installation, I create a new limited user account on MS Windows. I have done this previously for Windows XP, and Windows 7. The current process was on Windows 10, which is an upgrade of […]

Ten Types of Spreadsheet or eWorkBook Applications

TYPE 1: Reference Library These eWorkBooks are databases or tables of data which are largely constant, and used as lookup values for calculations. They include such things as materials libraries, properties of chemical elements and such things. {MS Access or other DBMS potentially the better tool for this} TYPE 2: Data Collection These are eWorkBooks […]

Structural Design Services in Maitland Yorke Peninsula

Operating from 62 Robert Street, Maitland, Yorke Peninsula, South Australia. We can be found in the following building: Send an email Enquiry, check Price list for services, or the web store for downloadable software and reports. With Roy’s qualifications in building, civil engineering and structural engineering, and Conrad’s qualifications in industrial engineering, manufacturing engineering and mechanical […]

Coffee with STEAM

When first read about coffee with an architect, it seemed like a good idea, and something similar would be good for engineering, such as an equivalent coffee with an engineer.  However, being classified by Engineers Australia as an engineering technologist, it becomes a more cumbersome phrase.  Personally I don’t care much for occupational classification, it […]

Doubly Pitched, Gable Roof Structures, enclosed buildings and canopies.

Introduction Simple doubly pitched roof. Two structural members and three joints, with two of the joints as supports. The basic connection options for joints is pinned that is having no moment restraint, or fully fixed in which case has moment restraint. If have moment restraint then joint can resist forces which tend to cause rotation […]