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Design for walking excitation

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Ahmad Alhamad

Structural
Joined
Mar 8, 2017
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24
Location
JO
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?

 
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
Interaction Diagrams
Reinforcement Design etc.
 
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