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10181089_3604 W. ROBERTS - Plan (2)
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10181089_3604 W. ROBERTS - Plan (2)
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Last modified
5/2/2021 12:52:43 AM
Creation date
10/25/2020 9:52:03 PM
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Plan
Permit Number
10181089
Full Address
3604 W Roberts Dr
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mounting <br />systems <br />Alpha+ Engineering and Technical Data <br />Alpha+ Rail Composition Data <br />Base material <br />Alloy - temper <br />Alloy composition <br />Designation <br />Density (p) <br />Coeff of thermal expansion (a-r) <br />Modulus of elasticity (E) <br />Shear modulus (G) <br />Ultimate tensile strength (fu,0 <br />Tensile yield strength (fv,0 <br />Aluminum <br />6005-T5 <br />En-AW-AISiMg <br />EN AW-6005-T5 <br />0.0975 Ibm/ina (2.70 gm/cma) <br />13xl 0-6/°F (2.35)(10-5/°C) <br />10,100 ksi (69,600 MN/m9 <br />39.2 ksi (2,703 kN/cm2) <br />38.0 ksi (2,620 kN/cm9 <br />35.0 ksi (2,413 kN/cm2) <br />Alpha+ Rail Section Properties (English) <br />Moment Moment Section <br />Rail <br />Area (A)Weight of Inertia of Inertia Modulus <br />Type (Sx)(1*) (4) <br />10/48 0.557 in2 0.67 Ibm/ft 0.246 in*0.154 in4 0.241 in3 <br />13/52 0.594 in,0.70 Ibm/ft 0.311 ir,4 0.169 in*0.291 ins <br />2.05 <br />(52 n <br />39/EL <br />Section <br />Modulus <br />(Sy) <br />0.210 in3 <br />0,229 in3 <br />Radius Radius <br />Of Of <br />Gyration Gyration <br />(r*) (rv) <br />0.661 in 0.530 in <br />0.723 in 0.532 in <br />Alpha+ Rail Section Properties (Metric) <br />Moment Moment Section <br />Rail <br />Area (A)Weight of Inertia of Inertia Modulus <br />Type 00 Uy, (SJ <br />10/48 3.595 cm2 972 g/m 10.22 cm4 6.42 cm4 3.95 cm3 <br />13/52 3.835 cm2 1,037 g/m 12.93 cm4 7.02 cm*4.77 cma <br />Section <br />Modulus <br />(Sy) <br />3.44 cmi <br />3.76 cm3 <br />Radius Radius <br />of of <br />Gyration Gyration <br />(rx) (rv) <br />1.679 cm 1.345 cm <br />1.839 cm 1.35 cm <br />Stainless Steel Connectors <br />ClickstoneEL»37 <br />4 1/Splice Property <br />i- ' ' Designation <br />Chemical composition <br />Density ( p) <br />Coefficient of thermal <br />expansion (a-r) <br />n <br />m) Modulus of elasticity (E) <br />Shear modulus (G) <br />1.89 in Ultimate tensile strength <br />(48 mm)(fu,k) <br />LL 24 Tensile yield strength <br />Value <br />18-8 / 304 (A2-70) <br />X5CrNil 810 <br />0.285 Ibm/in3 (7.9 g/cm') <br />9.6*10-6/¥ (1.6xl 0-5/°C) <br />28,000 ksi (193,053 MN/m2) <br />12,500 ksi (86,184 MN/m2) <br />73,-2 ksi (504,696 MN/mz) <br />31.2 ksi (215,116 MN/m2) <br />MB T-bolt <br />1.47 in(37.3 mm) t nl 0/48 A <br />| 13/52 <br />Serrated nut M6 Allen socket head bolt <br />Alpha+ Rail Section <br />.1,1 <br />1
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