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At a minimum, the license file should be archived to provide a basic level of redundancy. Archiving the license file provides the capability to recover from logical disasters, such as viruses or user error. In the case of a license server failure, a new server can be provisioned within days. After installing the license server software and giving the backup server the same name as the original license server, the archived file can be placed on the server.
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Preferences Tool You can change the GUI operation preferences for ASDM by going to Tools | Preferences. You can see the pop-up window in Figure 27-7. One nice feature in the Preferences pop-up window is the command preview option (the first check box): when this is enabled, you see a list of commands in a pop-up window that will be executed on the appliance when you click the Apply button to send an ASDM configuration to the appliance. In the pop-up window with the list of commands, click the Deliver button to send the commands down to the appliance. Without this feature, the configuration is sent to the appliance, but you don t see the corresponding commands that ASDM created based on the GUI elements you configured. Using the command preview option is a great way of learning the commands used for certain appliance features.
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The widely used approaches are: 1. Composite action resulting from de ecting beams bridge decks are subjected to an additional de ection at the boundaries due to bending of girders. 2. Composite action resulting from geometry eccentric connection of slab and beam. 3. Composite action resulting from type of connection shear connectors or encasement (see Figure 4.3). 4. Composite action resulting from composite materials concrete deck with precast concrete or steel beams: Use of stud shear connectors for steel beams and stirrups for prestressed concrete beams. Section properties are based on combined slab T or Ell between beam sections. Encasing steel beams in concrete without shear connectors. Section properties are based on combined slab and beam sections. Non-composite action for dead loads only but composite action for dead and live loads. Section properties are based on beam section only. For arching action, slab and beam ange should have the same curvature, and the slab should not lift up independently (see Figure 4.4). Galerkin series for partial composite action: In 1953 B. G. Galerkin proposed the following solution for slabs supported on elastic beams: Relative stiffness of beam to slab parameters , in x and y direction. Plate panel size a b, EI/aD, EI/bD 4 2 2 4 24 a x 5a) (16y4 24 b2 y2 5 b4)] 1/384D ( ) w q [ (16x Bn Cosh (n x/b) Cos (n y/b) An Cosh (n y/a) Cos (n x/a) Cny Sinh (n y/a) Cos (n x/a) Dn x Sinh (n x/b) (Cos n /y/b) (4.9) where , , x, and An to Dn are constants to be evaluated from boundry conditions and n 1, 3, 5, , we satisfy differential equation q (x, y) D [( 4 w/ x4) 2 ( 4 w/ 2x y2) ( 4 w/ y4)] and conditions of symmetry. Refer to theory of plates and shells by Timoshenko, 6. Using x a/2 and y b/2, the edge conditions similar to those given below are obtained.
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Audio Interchange File Format: the most common audio le format used under the MacOS RealSystem G2: the streaming audio format designed and supported by RealNetworks Windows Media Audio: an audio-only format that delivers content in streaming and downloadable versions Vegas Pro Project: the master le that contains the de nitions of the audio handling for each individual track within a multitrack project, as well as the overall project data
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