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Once the multichannel alarm system has been constructed, you will need to download the software into the STAMP 2 controller board. Connect your personal computer and the STAMP 2 via the programming cable you constructed. Now locate the STAMP 2 Windows editor titled STAMPW.EXE on the CD-ROM. Next apply power to the STAMP 2 controller transmitter board. Finally, locate and download the RADALARM.BS2 program (Listing 6-1) into the BASIC STAMP 2 controller. Your multichannel alarm system is now completed and ready to test. Turn on both the alarm controller transmitter and the alarm controller receiver. Now you will need to simulate an alarm condition to test the transmitter and receiver combination. Connect one of the input channels on the controller to 5 V to simulate an alarm condition. Once an alarm condition has been triggered, it should propagate through the system. The receiver

Tensile properties are those mechanical properties obtained from the tension test; they are used as the basis of mechanical design of structural components more frequently than any other of the mechanical properties. More tensile data are available for materials than any other type of material property data. Frequently the design engineer must base his or her calculations on the tensile properties even under

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You will put the fire at the bottom of the screen, so you have room to burn:

FIGURE 32.19 Schematic representation of three types of stressstrain curves. I is an ideal curve, and O and U are two types of real curve.

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cyclic, shear, or impact loading simply because the more appropriate mechanical property data are not available for the material he or she may be considering for a specific part. All the tensile properties are defined in this section and are briefly discussed on the basis of the tensile test described in the preceding section.

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32.10.1 Modulus of Elasticity The modulus of elasticity, or Young s modulus, is the ratio of stress to the corresponding strain during elastic deformation. It is the slope of the straight-line (elastic) portion of the stress-strain curve when drawn on cartesian coordinates. It is also known, as indicated previously, as Young s modulus, or the proportionality constant in Hooke s law, and is commonly designated as E with units of pounds per square inch (pascals) or the equivalent. The modulus of elasticity of the titanium alloy whose tensile data are reported in Table 32.3 is shown in Fig. 32.15, where the first four experimental data points fall on a straight line having a slope of 16.8 Mpsi.

32.10.2 Proportional Limit The proportional limit is the greatest stress which a material is capable of developing without any deviation from a linear proportionality of stress to strain. It is the point where a straight line drawn through the experimental data points in the elastic region first departs from the actual stress-strain curve. Point P in Fig. 32.16 is the proportional limit (20 kpsi) for this titanium alloy. The proportional limit is very seldom used in engineering specifications because it depends so much on the sensitivity and accuracy of the testing equipment and the person plotting the data.

particles.emissionRange = BBRangeMake(40,50); particles.xVelocityRange = BBRangeMake(0, 0); particles.yVelocityRange = BBRangeMake(1, 10); particles.zVelocityRange = BBRangeMake(0, 0);

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32.10.3 Elastic Limit The elastic limit is the greatest stress which a material is capable of withstanding without any permanent deformation after removal of the load. It is designated as point Q in Fig. 32.16. The elastic limit is also very seldom used in engineering specifications because of the complex testing procedure of many successive loadings and unloadings that is necessary for its determination.

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