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Issue 02/2014 New design tools for practice

Punching shear –

While DIN EN 1992-1-1 and the national annex of Germany treat punching shear design for in-situ concrete slabs and centrically loaded footings in great detail [1, 2], joints between semi precast...

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Issue 02/2014 The new standard for façades DIN 18516 and the new ZDB Code of Practice

Opportunities for cast stone –

The revision of the standard relating to cladding for external walls has been concluded in the parts DIN 18516-1 (general principles), DIN 18516-3 (natural stone) and DIN 18516-5 (cast stone). In the...

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Issue 02/2014 Besser/Automacad

Marketing agreement established

Kevin Curtis, Besser Company President and CEO, and Louis Hébert, President/Owner of Automacad Inc. announced that the two companies have established a marketing agreement. The key element of the...

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Issue 02/2014 Practical experience report LiaTop and research project absorption concrete

Lightweight concrete in Austria –

LiaTop – „Nothing can hold back a good idea, when it is the right time“ As you may have noticed, at the same time, there were different development in Germany and Austria, however, heading in...

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Issue 02/2014 Design instrument of the future

Building Information Modeling (BIM) –

What is BIM? By now, widely varying opinions on the meaning of BIM – Building Information Modeling – have developed. In the 1970s, the theoretical basis for this development appeared under the...

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Issue 02/2014 Fewer building defects caused by construction chemistry

Sustainable building in the 21st century –

Technical infrastructure has played a key role in architecture as far back as in ancient times, as is evidenced by impressive examples from the time of the Roman Empire. Roman aqueducts and cisterns...

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Issue 02/2014 Legal evaluation of damage

Varying strength values measured at the ready-mixed concrete plant and on the construction site, particularly for F5/F6 concretes – which party is liable?

Concrete supply agreements entered into with large construction contractors usually include the following (or similarly worded) sentence: “The contractually agreed compressive strength class is...

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Issue 02/2014 Legal evaluation

Varying strength values measured at the ready-ixed concrete plant and on the construction site, particularly for F5/F6 ­concrete - which party is liable?

The agreement that the ready-mixed concrete plant entered into with the shell construction contractor pertains to the supply of appropriately specified concrete. Contractual performance is governed by...

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Issue 02/2014 Legal evaluation

Semi-precast floors. Rust spots, traces of rubber abrasion, voids –

The present case refers to the legal relationship between the shell construction contractor and the precast producer that manufactures and delivers the semi-precast floor units. Pursuant to section...

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Issue 02/2014 Legal evaluation of defects

Semi-precast floors. Rust spots, traces of rubber abrasion, voids –

A developer is constructing a hotel and – as it subsequently turns out – requires the room ceilings to be smooth with a “premium-quality paint finish” and indirect lighting. Work is split...

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