Laserfiche WebLink
IMIIIIIIIMITIrill <br /> Hllti PROFIS Engineering 3.0.40 <br /> • www.hlltl.com <br /> Company: Page: 1 <br /> Address: Specifier; <br /> Phone I Fax: f E-Mail <br /> Design. Work Shed column Bl Date- 4/3/2019 <br /> Fastening point: <br /> Specifiers comments: <br /> 1 Input data <br /> Anchor type and diameter. Hex Head ASTM F 1554 GR.36 3/4 11.1.1111111111111 <br /> Item number not available <br /> Effective embedment depth: hat=12,000 in. <br /> Material: ASTM F 1554 <br /> Proof: Design Method ACI 318-14/GIP <br /> Stand-off installation: e,=0.000 In.(no stand-off);t=0,500 In. <br /> Anchor piateR: I,x iy x t=15-000 in.x 10.000 In.x 0.500 in.;(Recommended plate thickness.not calculated) <br /> Profile: W shape(AISC);(1_x W x Tx FT)= 14.000 in.x 6.750 In x 0.285 in.x 0.455 In. <br /> Base material: cracked concrete,4000,f =4,000 psi;h=18.000 in. <br /> Reinforcement: tension:condition 8,shear.condition B; <br /> edge reinforcement:none or<No.4 bar <br /> • Seismic loads(cat.C,D,E,or F) Tension toad`yes(17.2.3.4.3(d)) <br /> Shear load:yes(17.2.3.5.3(c)) <br /> R- The anchor calculation is based on a rigid anchor plate assumption. <br /> Geometry[in.]&Loading[lb,in.ibj <br /> I <br /> 'r'jig \ <br /> Z <br /> ,Y \111 <br /> y <br /> X <br /> 4111 <br /> Input data and intuits must be checked for conformity with the elating condrtiors and for plausibLtyl <br /> PROFS Engineering(c i 20012099 Hint AG,Ft-9494 Schaan Htltl is a registered Trademark of Hilt AG.Sdman <br /> 1 <br /> 04/05/19 Boeing Flightline Stall 113 Page 79 <br />