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// CODE SNIPPET
1806.3.2 Lateral Sliding Resistance Limit
Building Code 2015 of Utah
>
18 Soils and Foundations
>
1806 Presumptive Load-Bearing Values of Soils
>
1806.3 Lateral Load Resistance
>
1806.3.2 Lateral Sliding Resistance Limit
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For clay, sandy clay, silty clay, clayey silt, silt and sandy silt, in no case shall the lateral sliding resistance exceed one-half the
dead load
.
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Related Code Sections
1806.3.2 Soils and Foundations, Lateral Sliding Resistance Limit
For clay, sandy clay, silty clay, clayey silt, silt and sandy silt, in no case shall the
lateral
sliding
resistance
exceed one-half the dead load ...
Building Code 2015 of Utah
>
18 Soils and Foundations
>
1806 Presumptive Load-Bearing Values of Soils
>
1806.3 Lateral Load Resistance
>
1806.3.2 Lateral Sliding Resistance Limit
R504.1.1 Floors, Unbalanced Soil Loads
Unless special provision is made to
resist
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caused by unbalanced
lateral
soil loads, wood basement floors shall be
limited
to applications ...
Residential Code 2015 of Utah
>
5 Floors
>
R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND)
>
R504.1 General
>
R504.1.1 Unbalanced Soil Loads
1807.2 Soils and Foundations, Retaining Walls
Retaining walls shall be designed to
resist
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action of soil to produce
sliding
and overturning ...
Building Code 2015 of Utah
>
18 Soils and Foundations
>
1807 Foundation Walls, Retaining Walls and Embedded Posts and Poles
>
1807.2 Retaining Walls
1807.2.3 Soils and Foundations, Safety Factor
Retaining walls shall be designed to
resist
the
lateral
action of soil to produce
sliding
and overturning with a minimum safety factor of 1.5 in each ...
Building Code 2015 of Utah
>
18 Soils and Foundations
>
1807 Foundation Walls, Retaining Walls and Embedded Posts and Poles
>
1807.2 Retaining Walls
>
1807.2.3 Safety Factor
A506.2 Earthquake Hazard Reduction in Existing Concrete Buildings, Limitations
A Tier 2 analysis procedure may be used if: 1. There is no in-plane offset in the
lateral
force-
resisting
system. 2. There is no out-of-plane ...
Existing Building Code 2015 of Utah
>
A5 Earthquake Hazard Reduction in Existing Concrete Buildings
>
A506 Tier 2 Analysis Procedure
>
A506.2 Limitations
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