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8 A P P L I C A T I O N S O F T H E I N T E G R A L
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// This program creates two Building objects. using System; class Building { public int Floors; // number of floors public int Area; // total square footage of building public int Occupants; // number of occupants } // This class declares two objects of type Building. class BuildingDemo { static void Main() { Building house = new Building(); Building office = new Building(); int areaPP; // area per person // Assign values to fields in house. house.Occupants = 4; house.Area = 2500; house.Floors = 2; // Assign values to fields in office. office.Occupants = 25; office.Area = 4200; office.Floors = 3; // Compute the area per person in house. areaPP = house.Area / house.Occupants; Console.WriteLine("house has:\n " + house.Floors + " floors\n " + house.Occupants + " occupants\n " + house.Area + " total area\n " + areaPP + " area per person");
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Downloaded from Digital Engineering Library @ McGraw-Hill ( Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.
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// Use bitwise AND to determine if a number is odd.
This section includes important discussions related to IS audits.
9 10
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The magnitude of dome action will depend upon: 1. Actual boundary conditions of the slab caused by beam depth and resulting eccentricity between the slab neutral axis and beam neutral axis. 2. In an internal panel, boundary conditions will approach to xity depending upon the relative stiffness of slab to beam, with the shear connectors preventing any in-plane displacements. 3. Aspect ratio (span of slab to span of supporting beam at right angles). Compression results from membrane or planar stress which is currently neglected in deck slab design. Membrane force would result in reduced de ections and would alter stresses in shear connectors which provide composite action. Deck slabs curved in plan and composite with curved beams would experience a greater effect of membrane forces in the slab and axial force in the curved beam. The biharmonic equation for planar stress needs to be applied simultaneously with the plate bending equation to compute membrane forces. Nx ( 2w/ x2)
TABLE 25-2
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