design_code = "AISI S100-16 ASD"
# Define the properties of each purlin segment along the line.
#length, section_properties, material_properties
segments = [(23.0*12, 1, 1),
(2.0*12, 2, 1),
(2.0*12, 2, 1),
(23.0*12, 1, 1)]
# Define the purlin spacing.
spacing = 60; #in.
# Define the roof slope.
roof_slope = 0.0; #degrees
#Define the purlin cross-section type.
cross_section_dimensions = [("Z", 0.059, 0.91, 2.5, 8.0, 2.5, 0.91, -50.0, 0.0, 90.0, 0.0, -50.0, 3*0.059, 3*0.059, 3*0.059, 3*0.059),
("Z", 0.049, 0.91, 2.5, 8.0, 2.5, 0.91, -50.0, 0.0, 90.0, 0.0, -50.0, 3*0.059, 3*0.059, 3*0.059, 3*0.059)]
material_properties = [(29500.0, 0.30, 55.0, 70.0),
(29500.0, 0.30, 55.0, 70.0)]
#type="screw-fastened", thickness, fastener spacing, fastener diameter, fastener_shear_strength
#type="standing seam", thickness, clip spacing, clip stiffness
deck_details = ("screw-fastened", 0.0179, 12.0, 0.212, 2.50)
deck_material_properties = (29500.0, 0.30, 55.0, 70.0)
frame_flange_width = 24.0
support_locations = [0.0, 25.0*12, 50.0*12]
bridging_locations =[0.0, 10.0*12, 50.0*12]
#Calculate purlin line design variables from user inputs and store them in the data structure.
purlin_line = PurlinLine.define(design_code, segments, spacing, roof_slope, cross_section_dimensions, material_properties, deck_details, deck_material_properties, frame_flange_width, support_locations, bridging_locations)
# purlin_line.applied_pressure = 10 / 1000 / 144 #psf to kips/in^2
purlin_line.loading_direction = "uplift"
#Perform a test to collapse.
purlin_line = PurlinLine.capacity(purlin_line)
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Perform structural analysis and design of metal building purlin lines on the computer.
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runtosolve/PurlinLine.jl
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Perform structural analysis and design of metal building purlin lines on the computer.
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