01What is the 'chimney effect' that makes ventilated facades a fire risk?
02What does perimeter fire-stopping (safing) at the slab edge do?
03Which ACP core was on Grenfell Tower, and why was it so dangerous?
04On the EN 13501-1 reaction-to-fire ladder, which class is the limited-combustibility benchmark for tall-building facade materials?
05Why is a BS 8414 full-scale test more meaningful than a single panel's reaction-to-fire class?
06When must facade glass be laminated rather than monolithic toughened?
07A residential glass balustrade must satisfy which combination of requirements?
08Why must facade maintenance access (BMU, anchors) be designed at concept stage rather than after handover?
