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Design for walking excitation

Design for walking excitation

Design for walking excitation

(OP)
Hello,

I have to reach the frequancy for large span slab more than 4HZ, but i misunderstand what are the loads that i should include them in time period and mass source definition.
should the self weight only include or self weight plus finishes on slab?

RE: Design for walking excitation

All dead laods, including self weight and finishes.

Jason McKee
proud R&D Manager of
Cross Section Analysis & Design
Software for the structural design of cross sections
Moment Curvature Analysis
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Reinforcement Design etc.

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