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fillet, and less beveling would be required. The single-bevel 60-degree groove joint with an equal fillet-weld reinforcement for the same throat size would have an area 57.8 percent of that of the simple fillet weld. This joint has the benefit of smaller cross-sectional area yet the 60-degree included angle allows the use of higher welding current and larger electrodes. The only disadvantage is the extra cost of preparation. From this discussion it is apparent that the simple fillet-welded joint is the easiest to make, but it may require excessive weld metal for larger sizes.The single-bevel 45degree included-angle joint is a good choice for larger weld sizes. However, one would miss opportunities by selecting the two extreme conditions of these two joints. The joints between these two should be considered. Referring to Fig. 26.25, one may start with the single-bevel 45-degree joint without the reinforcing fillet weld, gradually add a reinforcement, and finally increase the lower leg of the fillet reinforcement until a full 45-degree fillet weld is reached. In this figure, p = depth of preparation and = leg of reinforcing fillet. When a partial-penetration groove weld is reinforced with a fillet weld, the minimum throat is used for design purposes, just as the minimum throat of a fillet or partial-penetration groove weld is used. However, as Fig. 26.26 shows, the allowable load for this combination weld is not the sum of the allowable limits for each portion of the combination weld. This would result in a total throat much larger than the actual throat. Figure 26.27a shows the effect of using the incorrect throat in determining the allowable unit force on a combination weld. The allowable for each weld was added separately. In Fig. 26.27b, weld size is correctly figured on the minimum throat.

FIGURE 26.26 Determining minimum throat. (a) Incorrect result; (b) correct result. (The Lincoln Electric Company.)

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26.8.3 Sizing of Fillets Table 26.8 gives the sizing of fillet welds for rigidity at various strengths and plate thicknesses, where the strength of the weld metal matches the plate. In machine design work, where the primary design requirement is rigidity, members are often made with extra-heavy sections, so that movement under load will be within very close tolerances. Because of the heavy construction, stresses are very low. Often the allowable stress in tension for mild steel is given as 20 kpsi, yet the welded machine base or frame may have a working stress of only 2 to 4 kpsi. The question arises as to how to determine the weld sizes for these types of rigidity designs.

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The term allowable is often used in the welding industry to indicate allowable load, allowable stress, or unit allowable load EDS.

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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.

FIGURE 26.27 Examples showing the effect of correct and incorrect throat dimension in determining the allowable load on a combination weld. (a) The weld allowable load would be incorrectly figured by adding each weld throat separately; (b) weld allowable load is correctly figured using the minimum throat. (The Lincoln Electric Company.)

If the zoom was performed with a pinch gesture or through the setZoomScale:animated: methods, it calls scrollViewDidEndZooming:withView:atScale: on its delegate when the zooming ends. However, it does not call this delegate method if the animated: argument was NO because the zoom is set instantly when you call the method. The UIScrollView assumes that you know that it finishes zooming right away in that case. After zooming, the UIScrollView leaves the affine transform on the view, and it leaves the stretched contentSize, contentOffset, and zoomScale in place, which is why the view seems grainy. It s still being stretched when you zoom.

It is not very practical to first calculate the stresses resulting in a weldment when the unit is loaded within a predetermined dimensional tolerance and then use these stresses to determine the forces that must be transferred through the connecting welds. A very practical method, however, is to design the weld for the thinner plate, making it sufficient to carry one-third to one-half the carrying capacity of the plate. This means that if the plate were stressed to one-third to one-half its usual value, the weld would be sufficient. Most rigidity designs are stressed much below these values; however, any reduction in weld size below one-third the full-strength value would give a weld too small an appearance for general acceptance. 26.8.4 Groove Joints Figure 26.28a indicates that the root opening R is the separation between the members to be joined.A root opening is used for electrode accessibility to the base or root of the joint. The smaller the angle of the bevel, the larger the root opening must be to get good fusion at the root. If the root opening is too small, root fusion is more difficult to obtain, and smaller electrodes must be used, thus slowing down the welding process. If the root opening is too large, weld quality does not suffer, but more weld metal is required; this increases welding cost and will tend to increase distortion.

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.

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