As per IS 1893:2002 (Part 1), what is the minimum design lateral force for structures located in seismic zone 3?
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The minimum design lateral force for structures located in seismic zone 3, as per IS 1893:2002 (Part 1), is equal to 0.1 times the total weight of the structure. This force is used in the design of the building's lateral load resisting system, which must be able to resist the forces generated duringRead more
The minimum design lateral force for structures located in seismic zone 3, as per IS 1893:2002 (Part 1), is equal to 0.1 times the total weight of the structure. This force is used in the design of the building’s lateral load resisting system, which must be able to resist the forces generated during an earthquake.
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