Masonry Partition Wall Design | |||||||||||||
General: |
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Code: | |||||||||||||
Masonry Specifications | |||||||||||||
Masonry Type: |
Nominal Thickness: Specified Masonry Compressive Strength (f 'm): psi Uncheck Automatic for manual input |
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Mortar Type: |
Consider using Portland Cement Lime or Mortar Cement mortar for stronger unreinforced walls. |
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Wall Specifications | |||||||||||||
Wall Support Conditions: |
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Wall Size: |
Height: ft
ASCE 7 Section 13.5.8.1 requires partitions greater than 6 ft in height to be laterally braced to the building structure. Cantilever wall height limited to 6 ft.
Length: ft
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Construction: |
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Wall Properties: |
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Load Specifications | |||||||||||||
Horizontal Uniform Load: |
psf
(other than seismic) | ||||||||||||
Horizontal Concentrated Load: |
lb/ft
ft above bottom |
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Vertical Load: |
lb/ft
inches eccentricity |
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Seismic: |
SDS
SD1 Look up SDS and SD1 for your location: Web App Design Parameters (definition) (definition) Optional Set SDS and SD1 based on Risk Category and SDC: |
ASCE 7 requires that egress stairways that are required to function for life-safety purposes after an earthquake be designed for an importance factor of 1.5.
ASCE 7 defines a Risk Category IV structure as follows:
There is no upper limit to SDS and SD1 in Seismic Design Category D and higher. Use the Web App or the Java App to determine SDS and SD1 for your location.