Wind Uplift on Roofs: The Tension Path Explained
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.
What ASCE 7, Eurocode and friends actually ask of an early load check.
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.
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 roof carries both a minimum roof live load and a snow load, and the larger governs. Here is the difference, how each is found, and which one to design for.
ASCE 7 turns ground snow into a roof snow load with a handful of factors. Here is the flat-roof and sloped-roof formula, what each factor means, and a worked example.
EN 1990 sets the load combinations for European design. Here are the ULS expressions 6.10, 6.10a and 6.10b, the partial and psi factors, and a worked example.
One column, every gravity combination, worked end to end in both ASCE 7 and Eurocode. See exactly how service loads become a governing factored reaction.
ASCE 7 and Eurocode reach similar safety by different bookkeeping. Here is a side-by-side of the gravity combinations, the factors, and a worked comparison.
ASCE 7 gives the factored load combinations that size members. Here are the gravity LRFD and ASD combinations, what the factors mean, and a worked example.
The governing load combination is the one that produces the largest design effect on a member. Here is how to find it, why it varies, and a worked example.
LRFD factors the loads up and the strength down; ASD keeps loads near service and limits the stress. Here is the difference, the ASCE 7 gravity sets, and a worked example.
Service loads are the real, unfactored loads; factored loads are them multiplied by load factors for strength design. Here is the difference and when each is used.
A column carrying ten floors is not realistically loaded to the full design live load on every one at once. ASCE 7 lets you take credit for that. Here is the formula, the K_LL factors, and a worked reduction.
Movable partitions are covered by a load allowance rather than counted one by one. Here is what the allowance is, typical values, and when a partition is counted as dead load instead.