Pattern Live Loading Explained: Where Loads Hurt Most
Full loading is not the worst case on continuous structures. Alternate spans, checkerboards, and see-saw cases: what pattern loading is and when it governs.
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Full loading is not the worst case on continuous structures. Alternate spans, checkerboards, and see-saw cases: what pattern loading is and when it governs.
Continuity moves an eighth of the load inward: 1.25 wL at a two-span centre, 1.1 over three. The factors, their limits, and what they change in a takedown.
Adding storeys is a takedown run twice: existing loads versus found reserves, new storeys versus old footings. The workflow that decides what a building buys.
Garages design for less than offices, honestly. Where the 1.9-2.5 kPa rate comes from, and why wheels, barriers, plow piles, and fire trucks govern anyway.
Storage loads are real: 6-12 kPa classes, 20-150 kN rack posts, 55 kN forklift axles. How to design warehouse floors for concentrations, not averages.
RTUs, AHUs, and chillers load roofs as point loads at operating weight, with drift and wind riding along. Why the 1.5 kPa allowance describes no real member.
Panels add 0.1-0.25 kPa; ballast can add ten times that at a corner. How solar arrays load a roof through weight, wind, snow drift, and point loads at the feet.
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.