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1020 N BROADWAY DISH WIRELESS COMMUNICATIONS EQUIPMENT 2025-04-24
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1020 N BROADWAY DISH WIRELESS COMMUNICATIONS EQUIPMENT 2025-04-24
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Last modified
4/24/2025 2:49:34 PM
Creation date
3/21/2025 9:27:45 AM
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Address Document
Street Name
N BROADWAY
Street Number
1020
Tenant Name
DISH WIRELESS COMMUNICATIONS EQUIPMENT
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Design Method Allowable Stress Design(ASD) <br /> Connection Type Lateral load•nq v� <br /> Fastener Type lag Screw <br /> Loading Scenario Single Shear v <br /> Submit Initial Values I <br /> Main Member Type Douglas Fir-I arch(North) v� <br /> Main Member Thickness I 7.5 in. v J <br /> Main Member:Angle of 0 <br /> Load to Grain <br /> Side Member Type.Steel <br /> Side Member Thickness F1/4 in. <br /> Side Member:Angle of o <br /> Load to Grain <br /> Washer Thickness 1/8 in. :JI <br /> Nominal Diameter <br /> Length 117 In. <br /> Load Duration Factor'C_D=1.0 r j <br /> Wet Service Factor IC_M=1.0 <br /> End Grain Factor I C_eg=1.0 <br /> Temperature Factor C_t=1.0 <br /> Calculate Connection Capacity <br /> Connection Yield Mode Descriptions I Limits of Use I <br /> Diaphragm Factor Help I Load Duration Factor Help I Technical Help <br /> Show Printable View <br /> Connection Yield Modes <br /> Im 116368 lbs. <br /> Is 114241 lbs. <br /> 11 1088 lbs. <br /> IIIm I I3492 lbs. <br /> Ills 111781 lbs. <br /> IV I I2368 lbs. <br /> Adjusted ASD Capacity 111781 lbs. <br /> • Lag Screw bending yield strength of 45000 psi is assumed. <br /> • The Adjusted ASD Capacity is only applicable for lag screws with adequate end distance,edge distance and spacing per NDS chapter 11. <br /> • ASTM A36 Steel is assumed for steel side members 1/4 in.thick,and ASTM A653 Grade 33 Steel is assumed for steel side members less <br /> than 1/4 in.thick. <br /> While every effort has been made to insure the accuracy of the information presented,and special effort has been made to assure that the <br /> information reflects the state-of-the-art,neither the American Wood Council nor its members assume any responsibility for any particular design <br /> prepared from this on-line Connection Calculator.Those using this on-line Connection Calculator assume all liability from its use. <br /> The Connection Calculator was designed and created by Cameron Knudson,Michael Dodson and David Pollock at Washington State University. <br /> Support for development of the Connection Calculator was provided by American Wood Council. <br /> • <br /> ...._ _. <br /> -,{....+,aa.:.,"". • r....w.n.c .-.• n.m. t'ry+ ✓..-w.,:.y.,a ..�.r:s :.-;.r+a+w:.�+?r^.-e-•r <br />
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