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Design changes weakened Grand Chancellor

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Tue, 17 Jan 2012 12:29p.m.

Hotel Grand Chancellor

Hotel Grand Chancellor

Christchurch's Hotel Grand Chancellor was not strong enough to withstand the February 22 earthquake because of design changes during construction, the Canterbury Earthquakes Royal Commission of Inquiry has been told.

No one was killed or seriously injured in the hotel following the quake that claimed 182 lives last year. But the building - at 26 storeys the tallest in the city - partially collapsed and took on a noticeable lean.

Mark Zarifeh, the lawyer for the commission, told the hearing on Tuesday engineering assessments following the September 2010 earthquake did not reveal any significant structural damage.

But when the 6.3-magnitude quake hit five months later a reinforced concrete shear wall in the southeast corner ruptured - dropping the corner by about 0.8 metres and sending the top of the building about 1.3m sideways.

The shear wall carried about one-eighth of the building's mass - a disproportionate amount - but the rest of the building was strong enough to hold itself up.

The hotel was built between 1985 and 1988 and Mr Zarifeh said construction was reasonably well advanced on its western half before legal action effectively prevented building any structure within the Tattersalls Lane right-of-way, at the eastern end.

That meant a structural redesign and the resulting cantilever added to the structural irregularity of the building, he said.

That also meant unusual forces were placed on the shear wall, which was too slender and did not contain enough steel reinforcing for the load.

Mr Zarifeh said the commission would hear evidence that would indicate that the building did not comply with the standards that were in force at the time because of the wall.

The Christchurch City Council relied on a designer certificate signed by a principal of the structural engineering firm that designed the building when it approved the plan, he said.

NZN

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