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DCPZP-2015-00227
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DCPZP-2015-00227
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5/7/2015 11:24:35 AM
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5/6/2015 10:34:41 AM
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Zoning Permits
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DCPZP-2015-00227
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Reactions <br /> Moment Shear Axial <br /> Load Case (kip-ft) (kip) (kip) <br /> 1.2D+1.6W 1713.11 23.13 38.03 <br /> 0.9D+1.6W 1705.18 23.12 28.52 <br /> 1.2D+1.0Di+1.0Wi 311.09 4.24 60.21 <br /> 1.0D+1.0W 474.45 6.42 31.71 <br /> Dish Deflections <br /> Attach Deflection Rotation <br /> Load Case Bev (ft) (in) (deg) <br /> 110'-0' <br /> 0.00 0.000 0.000 <br /> 107-0' 10'-0' <br /> 104-0' 114'Thick <br /> (65 KSI) <br /> 100'-0' <br /> A <br /> 89'-0'15/16 <br /> 75 LI52'-9' <br /> 11/32'Thick <br /> (65 KSI) <br /> 110'-0" <br /> 69' <br /> 47-3' v <br /> 53'-0' <br /> 7116'Thick <br /> (65 KSI) <br /> 00 I I y <br />
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