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After turning the die over and setting up on the opposite side of standard, we stamped enough parts for one unit of production in the assembly process and had the parts moved to the main line for a trial run Michelle s team the morning shift was long gone, of course, but the third shift team was more than happy to help We threaded in the unit we had just stamped and, as they laid the parts on the fixture, Jason, Brian, and I held our breath One of the operators a nice guy named Marty came over with the reamer, but I stepped up just as he was moving into position f employees are not trained to identify Could you try bolting it up without waste, they will adopt reaming I asked non-value-added activHe looked at me and shrugged ities, such as rework, as part of the Sure, but I ve been doing this for over process even going five years and I ve never seen a frame go so far as to write the together without reaming I don t see why steps of rework into their standard process it would start working right now documents Marty was kind enough to humor me He handed his coworkers the bolts for the frame They positioned the frame on the fixture and the bolts slipped easily into the holes Their mouths dropped open and all eyes shifted to me

The masonry assembly, which consists of the combination of masonry units, mortar, grout (if used), and reinforcement (if used), may be tested for several structural properties Standard test methods exist to evaluate masonry compressive strength, bond strength, and shear strength Appearance of the assembly, relative to unit chippage, distortion, and dimensional variations, is addressed by the ASTM standards for the masonry units rather than by a standard for the assembly However, a standard is available to evaluate serviceability of the masonry assembly relative to water penetration The test methods for evaluating the masonry assembly are presented in this chapter

The transformation between the two camera positions is rigid body motion, so each point at position PI in the first view is transformed to its coordinates in the second view by rotation and translation:

(129)

where matrix R is a 3 x 3 orthonormal matrix for rotation,

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According to the International Building Code (IBC), and to the Masonry Standards Joint Committee (MSJC), author of Building Code Requirements for Masonry Structures (ACI 530/ASCE 5/TMS 402), Specification for Masonry Structures (ACI 5301/ASCE 6/TMS 602), compressive strength of a masonry assembly can be determined by one of two methods: unit strength method or prism test method The unit strength method is simple and does not require testing This method can be used provided that the following three criteria are met: Masonry units conform to their relevant ASTM standard Mortar bed joint thickness does not exceed 5 8 inch In grouted masonry, the grout either conforms to ASTM C 476 or the minimum grout compressive strength equals f m, the specified compressive strength of the masonry assembly, but is not less than 2000 psi

(1210)

.

and vector Po is the vector for the amount and direction of translation Point Po is the position of the origin of coordinate system one in coordinate system two Equation 129 can be viewed as a formula for computing the new coordinates of a point that has been rotated and translated or as a formula for computing the coordinates of the same point in space in different coordinate systems The first interpretation is used in rigid body mechanics: the new coordinates of a point on an object must be computed after the object has been moved to a new position and orientation The second interpretation is used for calibration problems: the same point has different coordinates when seen from different viewing positions and orientations The change in coordinates is determined by the rigid body transformation between the two viewpoints, and the calibration problem is to determine the transformation from a set of calibration points (conjugate pairs) For example, consider the same point seen by two identical range cameras at different positions and orientations in space Since the viewpoints are different, the coordinates are different even though the coordinates represent the same point Imagine that the first range camera is rotated so that it has the same orientation as the second range camera N ow the coordinate systems of the range cameras have the same orientation but different positions in space Now imagine that the first range camera is translated to the same position in space as the second range camera Now the point has the same coordinates in both cameras This process of aligning the coordinate systems of the two cameras so that identical points have the same coordinates is modeled by the rigid body transformation in Equation 129, which says that a point PI in the viewer-centered coordinate system of the first camera is first rotated and then translated to change its coordinates to point P2 in the second camera This process is illustrated in Figure 121 In practice, there may be one or more range cameras, or depth measuring systems such as binocular stereo, that generate.

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