Safety information search results
Filter your results
Building or structure type
- Bridges (4)
- (-)
Buildings
(101)
- Commercial (5)
- Consequence Class 3 buildings (1)
- Education, science & art buildings (3)
- Health care (1)
- Industrial buildings (2)
- Laboratory buildings (1)
- LPS buildings (3)
- Nuclear & energy buildings (1)
- Public, religious & civic buildings (1)
- Recreational buildings (2)
- Residential (23)
- Stadiums (1)
- Storage buildings (3)
- Tall buildings (4)
- Theatres & other entertainment buildings (1)
- Transport buildings (1)
- Car parks (9)
- Flats & apartments (10)
- Houses (6)
- Railways (1)
- Retaining structures (4)
Materials
Project or lifecycle stage
Design
Fire incident response
Project type
- Alteration & conversion project (5)
- Assessment project [sub-heading only] (6)
- Conservation & restoration project (1)
- Construction project [sub-heading only] (53)
- Demolition project (7)
- Excavation (1)
- Extension project (2)
- Fire safety assessment (1)
- New build (40)
- Refurbishment (4)
- Remediation project (4)
- Strengthening project (2)
- Structural assessment (8)
- Underpinning project (1)
Method of construction
Elements & systems
- Balconies (4)
- Balustrades (1)
- Basements (4)
- Beams (20)
- Bracing (3)
- Canopies (1)
- Ceilings (3)
- Cladding (2)
- Columns (19)
- Fasteners & connections (15)
- Fire protection (2)
- Foundations (7)
- Insulation (2)
- Lintels (1)
- Padstones (2)
- Parapets (4)
- Roofs (9)
- Signs (2)
- Slabs (38)
- Tendons (1)
- Wall head restraints (1)
- Walls (16)
- Wall ties (1)
Plant & equipment
Weather & natural hazards
Utilities
Safety reporting
Project delivery methods
Business practice
Locations
Content type
- CROSS-AUS Newsletter 2 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 2 (3)
- CROSS-UK Newsletter 6 (1)
- CROSS-UK Newsletter 9 (3)
- CROSS-UK Newsletter 11 (2)
- CROSS-UK Newsletter 12 (2)
- CROSS-UK Newsletter 13 (1)
- CROSS-UK Newsletter 15 (1)
- CROSS-UK Newsletter 18 (2)
- CROSS-UK Newsletter 19 (2)
- CROSS-UK Newsletter 20 (2)
- CROSS-UK Newsletter 26 (4)
- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 30 (1)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 33 (2)
- CROSS-UK Newsletter 34 (2)
- CROSS-UK Newsletter 35 (1)
- CROSS-UK Newsletter 36 (1)
- CROSS-UK Newsletter 38 (1)
- CROSS-UK Newsletter 41 (2)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 46 (2)
- CROSS-UK Newsletter 47 (3)
- CROSS-UK Newsletter 48 (2)
- CROSS-UK Newsletter 51 (1)
- CROSS-UK Newsletter 52 (1)
- CROSS-UK Newsletter 54 (3)
- CROSS-UK Newsletter 55 (2)
- CROSS-UK Newsletter 56 (2)
- CROSS-UK Newsletter 57 (1)
- CROSS-UK Newsletter 58 (6)
- CROSS-UK Newsletter 59 (1)
- CROSS-UK Newsletter 60 (3)
- CROSS-UK Newsletter 62 (1)
- CROSS-UK Newsletter 64 (2)
- CROSS-UK Newsletter 68 (1)
- CROSS-UK [sub-heading only] (55)
- CROSS-US Newsletter 2 (1)
- CROSS-US Newsletter 3 (2)
- CROSS Newsletter (32)
- CROSS Safety Alert (2)
- CROSS Safety Report (98)
- CROSS Theme Page (1)
- News [sub-heading only] (11)
CROSS regions
Thermal effects on long span concrete car park beams
A reporter describes how long span precast hollow core units in a car park started to bow upwards due to thermal effects.
1 October 2010
CROSS Safety Report
Report ID: 173
Region: CROSS-UK
Multi-storey car parks demolished due to structural defects
A reporter shares their experience on two instances where their firm has prepared reports and carried out numerical assessments of city centre car parks that have led to the car parks being demolished.
1 April 2012
CROSS Safety Report
Report ID: 267
Region: CROSS-UK
Multi-storey car parks - structural condition concerns
A reporter raises concerns about the structural condition of a number of car parks that they have worked on as remediation projects.
1 April 2012
CROSS Safety Report
Report ID: 265
Region: CROSS-UK
Collapse of a hollow core unit
This refers to the collapse of one modest span precast hollow core concrete unit and the excessive deflection of others on a building which was under construction.
1 October 2012
CROSS Safety Report
Report ID: 258
Region: CROSS-UK
Effect of staff change on a design
A reporter illustrates how risk can be generated from staff turnover.
1 October 2012
CROSS Safety Report
Report ID: 277
Region: CROSS-UK
Compatibility at RC column to slab joint - strong column/weak slab
A reporter who was reviewing the structural design of a commercial building raises concerns over the compatibility at column/slab joints when different grades of concrete are used.
1 April 2012
CROSS Safety Report
Report ID: 296
Region: CROSS-UK
Safety issues with composite metal deck floors
A contractor had a near miss when pouring a concrete slab with permanent formwork.
1 January 2012
CROSS Safety Report
Report ID: 288
Region: CROSS-UK
Inadequate foundation reinforcement
Subcontractors carrying out the ground works for a multi-storey development failed to provide sufficient continuity reinforcement in the ground beams.
1 October 2008
CROSS Safety Report
Report ID: 112
Region: CROSS-UK
Concrete half joints
Poor reinforcement detailing and installation in a half joint led to the collapse of a series of beams and precast concrete slabs.
1 January 2008
CROSS Safety Report
Report ID: 88
Region: CROSS-UK
Pre-stressing ducts
A reporter has come across a situation where during grouting of the ducts in a slab, patches of concrete as big as 0.5m x 1m and 30mm thick fell on to the ground creating a safety hazard.
1 October 2008
CROSS Safety Report
Report ID: 89
Region: CROSS-UK