Ronan Point Disaster 1968 Group 1.ppt

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Ronan Point Disaster

1968

Group 1 Presentation

Background

Post war London

Housing crisis

Solution - High rise housing

 high density of occupation

Short construction time

Low cost

Pre-cast concrete

The Event

6:00am 18 th May 1968

Minor Gas explosion on 18th floor

Person still alive

Did not even damage her hearing

Two walls blown out

All the corner apartments above floor 18 collapsed onto 18th floor

Caused all floors below to collapse

Floor 18

Apartment 90

Luckily only 4 people killed

As most people were asleep in bedroom at time of incident

17 injured

The occupant of apartment 90 survived

Technical Factors

Designed using Larson-Nielson Method

The Larsen-Nielson system was composed of factory built, pre-cast concrete components designed to minimize on-site construction work

This building system was intended for buildings with only six stories.

It had no fail-safe mechanisms.

Human Factors

Wind design codes were out of date with new building heights

Extremely poor construction quality

Conclusion

Primarily no redundancy in design

All walls load-bearing

No alternative Load Paths

Poor Workmanship

The tower block was an accident waiting to happen.

Lessons

First significant instance of

“Progressive/Disproportionate Collapse”

Brought awareness of greater need for quality workmanship

The need to keep building codes up to date with new new building techniques

The dangers of over-reliance on building codes

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