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<br /> RTU-Dlmensians and We�vht
<br /> i Unit ID I Tag. �Unit 1
<br /> RTU
<br /> �
<br /> Weight of R7U= 600 #
<br /> � ` Height of RTU= 36 in
<br /> �
<br /> ; Width= 44 in
<br /> �,,� "� Length= 7Q in
<br /> Rt
<br /> U
<br /> �F��� Total
<br /> Roaf Area= 3(}80 in2
<br /> � r �� Long Side Area= 2520 in2
<br /> ..,�,�o�r,,✓ � Short S'sde Area= 1584 in2
<br /> Seismlc �
<br /> ,
<br /> Base Shear= 200 # -�``�,,�
<br /> flvetturn= 82 # ��,,r' � � t
<br /> Net Overturn= No Uplift # � �� � r �
<br /> F �„r,i
<br /> � �fM IOAD
<br /> Wind-Transverse �`�. � `°'""°"° �}�T
<br /> �✓ ' o
<br /> Uplift= 3101 # v~�� „�,,,�„ i ,�� � �
<br /> Base Shear= 525Q # �''�� �
<br /> r
<br /> � Ovettum= 2148 # `�,,, ,/'r
<br /> Net Ove�turn= 3428 # `�"`�
<br /> � ��
<br /> -'( 4`�-MYiU L41tD
<br /> WFnd-Lanqitud'snal °�`°`�" �'�.�-r'�� }
<br /> Uplift= 3101 # �,,=''� °�*��
<br /> I `"`�•
<br /> Base Shear= 3300 # �� ' ��
<br /> / }
<br /> Overturn= 1291 # r,�-'� �
<br /> Net Overtum= 2572 # � ,f,r�'
<br /> ��,�� ��
<br /> ~�" �..�,.�''f
<br /> Braaket Reauirements
<br /> Seismic= No Uplift `"��"'
<br /> W'tnd,Trans= 1
<br /> Wind,Long= 1
<br /> Notes
<br /> 1 LRFD Load Cases:0.9D+1 OW;d.9D+1_OE
<br /> 2. Base Shear is assumed to be resisifed through b aring
<br /> 3.Bracket is allowed to unfold whilst in tension;tens on load is assumed to be resisted by(4)screws
<br /> File: RTU Curb and Bracket 2.xls,Tab:CURB&RTU
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