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16-16970
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16-16970
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Last modified
2/17/2017 7:20:16 AM
Creation date
2/17/2017 7:17:59 AM
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Building Department
Company Name
FLORIDA HOSPITAL OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
16-16970
Building Department - Name
FLORIDA HOSPITAL OF ZEPHYRHILLS
Address
7050 GALL BLVD
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.� � <br /> www.hiiti.us Profis Anchor 2.6.1 <br /> Company� Page: 2 <br /> Specifier: Project: <br /> Address: Sub-Project I Pos.No.• <br /> Phone I Fax: � Date: 12/7/2015 <br /> E-Mail: <br /> 2 Load case/Resulting anchor forces <br /> Load case:Design loads <br /> 3 y 4 <br /> Anchor reactions[Ib] • <br /> � Tension force:(+Tension,-Compression) T 'on <br /> Anchor Tension force Shear force Shear force x Shear force y <br /> 1 0 319 315 46 <br /> 2 1364 477 315 358 X <br /> 3 2453 47 4 46 '�� <br /> 4 4848 358 4 358 �., <br /> max.concrete compressive strain: 0.35[°�o] ' <br /> max.concrete compressive stress: 1520[psi] �. <br /> resulting tension force in(x/y)=(1.518/2.398): 8665[Ib] ,'�e <br /> resulting compression force in(x/y)=(-3.327/-3.849):7805[Ib] ��a,,� O 2 <br /> Com�sion �� <br /> �. <br /> 3 Tension load <br /> Load N,,,[Ib] Capacity�N„[Ib] Utilization�=N„a/�N„ Status <br /> Steel Strength` 4848 9831 50 OK <br /> Pullout Strength' 4848 7627 64 OK <br /> Concrete Breakout Strength`* 8665 29048 30 OK <br /> Concrete Side-Face Blowout,direction'* N/A N/A N/A N/A <br /> "`anchor having the highest loading *'anchor group(anchors in tension) <br /> 3.1 Steel Strength <br /> Nsa =�Ase,N futa ACI 318-11 Eq.(D-2) <br /> �Nstee�Z Nua ACI 318-11 Table D.4.1 1 <br /> Variables <br /> n ASe,N I�n?I futa�PS�� <br /> 1 0.23 58000 <br /> Calculations <br /> Nsa��b� <br /> 13108 <br /> Results <br /> Nsa L�bJ �steel W Nsa l�bl Nua��bl <br /> 13108 0 750 9831 4848 <br /> 3.2 Pullout Strength <br /> NPN =yf��P NP ACI 318-11 Eq.(D-13) <br /> NP =8 Ab,�f� ACI 318-11 Eq.(D-14) <br /> �NPN z N�a ACI 318-11 Table D 4 1.1 <br /> Variables <br /> t�cP A6r9 l��?1 �.a �c�PS�J <br /> 1.000 0.45 1.000 3000 <br /> Calculations <br /> Np[Ib] <br /> 10896 <br /> Results <br /> Npn��b� �concrete �Npn��b� Nua��b� <br /> 10896 0 700 7627 4848 <br /> Input data and results must be checked for agreement with the existing conditions and for plausibility! <br /> PROFIS Mchor(c)20032009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br />
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