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Torsional spring constants at x = 0, L, respectively Developed length of cross section Length of column or beam Effective length of column Bending moments Bending moments at x = 0, L, and midpoint, respectively Critical moment for buckling of beam Moment due to transverse load Moment about y and z axis, respectively Integer; running index Axial load on column Critical axial load for buckling of column Radius of gyration Radius of cross section Running coordinate, measured from one end Thickness of cross section Torque about x axis Axial coordinate of column or beam Transverse coordinates and deflections Initial deflection (crookedness) of column Deflection of beam-column due to transverse load Factor of safety Stress Angle of twist

without considering differences in timing. All economic consequences after the payback period are ignored. Being an approximation, the payback period may not select the optimal project. The internal rate of return (IRR) is the interest rate at which the present worth and equivalent annual worth of a project are equal to zero. Another way to think about the IRR is the annualized interest rate that a project earns over its life. In most cases, organizations have a predetermined minimum attractive rate of return (MARR), which is the minimum interest rate that the organization could accept as the return on a project and still remain pro table. For a given project, if the IRR is greater than or equal to the MARR, it is a pro table decision to accept the project. To solve IRR, the net present worth (NPW) is set equal to zero, as shown in the following equation: NPW =

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Create Procedure prInsertLeasedAsset_3 -- Insert leased asset and update total in LeaseSchedule. -- (demonstration of not exactly perfect solution) ( @intEquipmentId int, @intLocationId int,

As the terms beam and column imply, this chapter deals with members whose crosssectional dimensions are small in comparison with their lengths. Particularly, we are concerned with the stability of beams and columns whose axes in the undeformed state are substantially straight. Classically, instability is associated with a state in which the deformation of an idealized, perfectly straight member can become arbitrarily large. However, some of the criteria for stable design which we will develop will take into account the influences of imperfections such as the eccentricity of the axial load and the crookedness of the centroidal axis of the column. The magnitudes of these imperfections are generally not known, but they can be estimated from manufacturing tolerances. For axially loaded columns, the onset of instability is related to the moment of inertia of the column cross section about its minor principal axis. For beams, stability design requires, in addition to the moment of inertia, the consideration of the torsional stiffness.

We will begin with the familiar Euler column-buckling problem. The column is idealized as shown in Fig. 30.1. The top and bottom ends are pinned; that is, the moments

@intStatusId int, @intLeaseId int, @intLeaseScheduleId int, @intOwnerId int, @mnyLease money, @intAcquisitionTypeID int ) As set nocount on begin transaction -- insert asset insert Inventory(EquipmentId, StatusId, Lease, values ( @intStatusId, @mnyLease, If @@error <> 0 GOTO ERR_HANDLER -- update total update LeaseSchedule Set PeriodicTotalAmount = PeriodicTotalAmount + @mnyLease where LeaseId = @intLeaseId If @@error <> 0 GOTO ERR_HANDLER commit transaction return 0 ERR_HANDLER: Print 'Unexpected error occurred!' Rollback transaction Return 1 LocationId, LeaseId, AcquisitionTypeID) @intLeaseId, @intAcquisitionTypeID)

t t =1 (1 + r )

Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.

LeaseScheduleId, OwnerId, @intEquipmentId, @intLocationId, @intLeaseScheduleId,@intOwnerId,

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