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10181432_909 S. TOLAND - Plan
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10181432_909 S. TOLAND - Plan
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Last modified
5/1/2021 5:27:33 PM
Creation date
10/25/2020 5:22:39 PM
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Plan
Permit Number
10181432
Full Address
909 S Toland St
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Alpha+ Engineering and Technical Datamounting <br />systems <br />Clickstone Composition Data <br />Base material <br />Alloy -.temper <br />Alloy composition <br />Designation <br />Density (p) <br />Coeff of thermal expansion (aT) <br />Modulus of elasticity (E) <br />Shear modulus (G) <br />Ultimate tensile strength (fuk) <br />Tensile yield strength (4.0 <br />Aluminum <br />6063-T66 <br />En-AW-AIMgSiO.7 <br />EN AW-6063 T66 <br />0.0975 Ibm/ire (2.70 gm/cma) T li <br />13x104/OF (2.35xl 0-5/OC) <br />10,100 ksi (69,637 MN/mn fi <br />39.2 ksi (270.3 MN/m9 <br />30.0 ksi (206.8 MN/m2 H <br />25 ksi (172.4 MN/m2) <br />Clickstone Section Properties (English) <br />Moment Moment Section Section <br />Area (A)Weight of Inertia of Inertia Modulus Modulus <br />Cly) (so (Sy) <br />0.357 in2 0.42 Ibm/ft 0.058 in4 0.019 in*0.079 in'0.057 in3 <br />Radi <br />of <br />Radius US <br />of <br />Gyration Gyration <br />(rx) (rv) <br />0.661 in 0.530 in <br />Clickstone Section Properties (Metric) <br />Moment Moment Section Section <br />Area (A)Weight of Inertia of Inertia Modulus Modulus <br />(IX) CIO x (Sy) <br />2.305 cm2 622 g/m 2.395 cr¥,4 0.791 cm* 1.294 cm3 0.931 cma <br />Radius Radius <br />of of <br />Gyration Gyration <br />(rx) (rv) <br />1.019 cm 0.586 cm <br />Clickstone Pullout Load Data <br />Maximum Average ASD Safety Allowable <br />Ultimate Load Ultimate Load Factor (fl)Load <br />LRFD <br />Resistance <br />Factor ((D) <br />Design <br />Load <br />1,443 Ibt 1,42414 2.0 712 Ibi <br />F ' 10 n li <br />0.75 1,068 lb, <br />(4.75 kN) <br />Pullout force <br />,Clickstone <br />Rail <br />Cllckstone Pullout test Alpha' Clamp <br />2
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