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<br /> RTU-Dimensions and Weiqht
<br />�
<br /> Unit ID/Tag: nit 2a
<br />� RTU
<br /> �
<br /> Weight of RTU= 820 #
<br /> /"�� Height of RTU= 47 in
<br /> �
<br /> l� ��,,/} Width= 54 in
<br /> � � ,.;j" Length= 87 in
<br /> RtL
<br /> H �'`�, `�
<br /> �ia �
<br /> Total
<br /> H1. �,,
<br /> � .-'"~ ��'r � Roof Area= 4698 in2
<br /> � �� Long Side Area= 4089 in2
<br /> �� � �,� Short Side Area= 2538 in2
<br /> -h./�
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<br /> Seismic �°•°
<br /> Base Shear= 273 # �'"'`�
<br />, `��.
<br /> Overturn= 119 # .r°� ''
<br /> ,.`' ,'
<br /> Net Overturn= No Uplift # '^�..
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<br /> Wind-Transverse ; r�"� ~�'�"�"`� °iLF`
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<br /> Uplift= 4731 # ���, ,I-°' ~�'`�.,
<br /> Base Shear= 8519 # ��'� � �'�
<br /> s''
<br /> Overturn= 3707 # r` �
<br /> Net Overturn= 5704 # � �' s `.,�`
<br /> �!' `�-WkJDl6�D
<br /> � !
<br /> Wind-Lonaitudinal °�°`°"° � �
<br /> �.
<br /> Upllft= 4731 # ��'"`�, °vER"'a"
<br /> Base Shear= 5288 # "'{
<br /> � �,
<br /> Overturn= 1972 # `"`�� '•
<br /> i� _,�,s�'"� i
<br /> Net Overturn= 3969 # '
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<br /> WNDl01D 1 /�
<br /> Bracket Reauirements � y J
<br /> �
<br /> O' RiWN
<br /> Seismic= No Uplift
<br /> Wind,Trans= 2
<br /> Wind, Long= 1
<br /> Notes
<br /> 1.LRFD Load Cases:0.9D+1 OW;0.9D+1 OE
<br /> 2.Base Shear is assumed to be resisited through be ring
<br /> 3.Bracket is allowed to unfold whilst in tension;tension load is assumed to be resisted by(4)screws
<br /> File:RTU Curb and Bracket 2.xls,Tab:CURB 8�RTU
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