Green Roof Loads Explained: Weigh It Wet, Place It Right
Extensive sedum adds 0.6-1.5 kPa; an intensive garden can add 10. How to weigh a green roof saturated, zone it honestly, and take it down to the footings.
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Extensive sedum adds 0.6-1.5 kPa; an intensive garden can add 10. How to weigh a green roof saturated, zone it honestly, and take it down to the footings.
No midline partner, a moment on the edge, and a see-saw that can lift the far support: how cantilevers and balconies actually load their structure.
Inclined weight over cos-pitch, escape-route live loads, and a two-stage path to trimmers and walls: why stairs punch above their plan area in takedowns.
Roofs live in suction, worst at edges: net uplift is factored suction minus reduced dead weight, and light roofs turn design into tension-path work.
Effective seismic weight is the takedown wearing a second hat: dead load plus partitions, equipment, storage and snow shares, summed per storey honestly.
Wind is dynamic pressure carried by a lateral load path you can walk like a takedown, and your dead load model is the resistance in every uplift check.
Turn a floor pressure into a uniform line load on a beam: multiply the tributary width by the load. Here is the method, beam self-weight, and the two-way equivalent UDL.
A slab loads a beam, and the beam passes that load to its end supports as reactions. Here is how to find them by statics, for uniform, triangular and trapezoidal loads.
Slab self-weight is thickness times density. Reinforced concrete is about 25 kN per cubic metre, so a 150 mm slab weighs about 3.75 kN per square metre. Here is how to get it right.
Floor live load depends on use, and codes set minimum values by occupancy. Here is a reference table for offices, homes, retail, storage and more, in kPa and psf.
A load takedown traces gravity loads from the slabs down to the foundation. Here are the five steps, a worked column, and the checks that catch errors.
The foundation reactions are where a takedown ends: the load each column and wall delivers to the ground. Here is how to read them and turn them into foundation design loads.