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<br /> °ry �� Paine Field�BU 856390)
<br /> /�,,,;;;,`�,.":_�,��',",;`; TEP#: 62974.134464
<br /> Analysis: IW 9/29/2017
<br /> Seismic Analysis_v0.19.5 Check: MKL 9/29/2017
<br /> Code Reviswn ��� �'� `'<
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<br /> Tower Type: Self-Support
<br /> Tower Height: 100.00 ft
<br /> Importance Factor: 1.00
<br /> R: 3.00
<br /> Seismic Inputs Seismic Values
<br /> Lat '����'�� 47.925° S 1.441
<br /> MS•
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<br /> Long ��,. ..���. .,u,,s;,: . .z.H ,�.,,., -122.251° SMl: 0.831
<br /> Sos: 0.961
<br /> SS: 1.441 Spl: 0.554
<br /> Sl: 0.554 To: 0.115 s
<br /> Site Class ;_ (assumed) TS: 0.577 s
<br /> FA:,.,.: 1.000 T�:; :�_�
<br /> F�: 1.500
<br /> Tower Frequency y ��y � r��
<br /> Per ��tl��� � ' yr �j 5 : �
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<br /> Period,T: 0.4998 s �;
<br /> SA: 0.961 �,,. . �.�fl� .� ��.�a� �.�� �'
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<br /> CS: 0.3203 � � �.�� .� ���l� ��.��
<br /> �s.Min� 0.0423 �((���a�. �J.��� �.�ti�
<br /> �s.nnax� 0.3695 ,�
<br /> C5: 0.3203 �� h y� ,�
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<br /> Structure Weight: 9.72 k
<br /> Total Seismic Wt: 17.00 k �
<br /> 1.2•Seismic Wt: 20.40 k
<br /> VS: 5.45 k �
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<br /> BETA_Seismic Analysis_v0.19.5 Page 1 of 2
<br /> Tower Engineering Professionals,Inc.
<br /> 326 Tryon Road�Raleigh,NC 27603-3530�Office: (919)661-6351�Fax: (919)661-6350�www.tepgroup.net
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