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3103F.8.8 Earthquake Loads (E)
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3103F.8.8 [SLC] Marine Oil Terminals, Earthquake Loads (E)
and timber. For the deck and pile evaluation, two cases of dead load (upper and lower bound) shall be considered in combination with the seismic load ...
California Building Code 2016 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3103F Structural Loading Criteria > 3103F.8 Load Combinations > 3103F.8.8 Earthquake Loads (E)
3103F.8.8 [SLC] Marine Oil Terminals, Earthquake Loads (E)
and timber. For the deck and pile evaluation,
two cases of dead load (upper and lower bound)
shall be considered in combination with the seismic load ...
California Building Code 2019 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3103F Structural Loading Criteria > 3103F.8 Load Combinations > 3103F.8.8 Earthquake Loads (E)
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Any redundancy or overstrength factors contained in the building code may be taken as unity. The vertical component of earthquake load ( E v ) may ...
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3103F.8 [SLC] Marine Oil Terminals, Load Combinations
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1.6
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Earthquake Load (E)
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1.0
1.0
k = 0.50 ...
California Building Code 2019 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3103F Structural Loading Criteria > 3103F.8 Load Combinations
18.4.5.1 Earthquake-Resistant Structures,
Factored slab moment at the support including earthquake effects, E , shall be calculated for load combinations given in Eq. (5.3.1e) and (5.3.1g ...
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