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� ERI�INEERING
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<br /> RTU-Dimensions and Weiqht
<br /> tlnit ID/Tag: l�nit 2b �
<br /> I
<br /> RTU
<br /> ,m,�\ Weight of RTU= 1030 #
<br /> / � \ Height of RTU= 47 in
<br /> /� ; // Width= 54 in
<br /> ``�.. .-�` Length= 87 in
<br /> `�,. -'��
<br /> R -'%°�' ��`..
<br /> i ,,
<br /> U
<br /> �E�Gy�. Total
<br /> �°�, .-"�� � Roof Area= 4698 in2
<br /> /� �° � Long Side Area= 4089 in2
<br /> f ��� ��
<br /> �a� /
<br /> �.- -,, / Short Side Area= 2538 in2
<br /> �`,.`e�rr/
<br /> '�'
<br /> $@IS�IIiC � 1A'D
<br /> Base Shear= 343 #
<br /> Overtum= 149 # �-'" ,,,y,''
<br /> Net Overturn= No Uplift # J ✓
<br /> � ' �.,�.r
<br /> � 4 � oei�owno
<br /> Wlnd-Transverse. �`� I ��` ;� ��"��`� °"f,�` �
<br /> Uplift= 4731 # �� �,;;,�,,, ,,1�'� ~�`�.,,
<br /> Base Shear= 8519 # .�-'"!� ( � f,,-`'J�`
<br /> Overturn= 3707 # `�•,,� �,✓�
<br /> Net Overtum= 5609 # � Y `�,/
<br /> � , `�-WINDLOAD
<br /> Wind-Lonqitudinal °E"°`�"� �� ''� �l
<br /> � J �
<br /> Uplift= 4731 # �,� � °"�'T""�'
<br /> Base Shear= 5288 # '`� � �~
<br /> Overturn= 1972 # -'� �
<br /> `,�-''-� �,�
<br /> Net Overturn= 3874 # �,,.
<br /> ,���_.,r
<br /> ,,�� ,
<br /> r
<br /> � I,
<br /> ✓
<br /> Bracket Reauirements ,�,
<br /> Seismic= No Uplift R�
<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 bealring
<br /> d 'st in tension•tens�on load is assumed to be resisted b 4 screws
<br /> 3. Bracket is allowed to unfol whil Y( )
<br /> �
<br /> File: RTU Curb and Bracket 2.xls,Tab:CURB&RTU
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