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where te is in inches. Note that allowance for penetration applies only to fillet welds made by the submerged-arc welding process. Electrode polarity will provide this penetration.

26.9.2 Minimum Fillet-Weld Size The minimum sizes of fillet welds for specific material thicknesses are shown in Table 26.10. In the AISC Specifications and the AWS Structural Welding Code, this table has been expanded to include material less than 1 4 in thick and 1 8-in fillets. Where materials of different thicknesses are being joined, the minimum fillet weld size is governed by the thicker material, but this size does not have to exceed the thickness of the thinner material unless required by the calculated stress.

Serout 1, 16468, [DEC81]

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Build and run Examples/07BigViewThingZoomAddition in the simulator. The images should clear up after a zoom. Speaking of the simulator, this demo application takes a very long time to install on the device because it s copying all the images over USB each time. Since you are about to spend some time focusing on a single performance bottleneck in the code, image drawing, you can simulate this slowness in the simulator with a call to sleep(). Avoiding the copy of those PNG files will make debugging go a little faster while simulating the problem reasonably well. Also, I tend to forget to remove

26.9.3 Allowables for Weld Metal A Handy Reference Table 26.11 summarizes the AWS Structural Welding Code and AISC allowables for weld metal. It is intended to provide a ready reference for picking the proper strength levels for the various types of steels. Once this selection has been made, the allowables can be quickly found for the various types of welds that may be required for the specific assembly.

26.9.4 AISC Fatigue Allowables The AISC Specifications include fatigue allowables, which also are accepted by the AWS Building Code, Sec. 8. Therefore, designers have something other than the AWS Building Code, Sec. 10, Bridges, with its automatic 10 percent lower allowable design stress, on which to base fatigue considerations. Although developed for structures, these allowables are adaptable to the fatigue problems of machine-tool makers, equipment manufacturers, and others who fabricate with welded steel. They cover a wide range of welded joints and members and not only provide values for various types of welds, but also take into consideration the strength of members attached by welds.

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.

The conventional method of handling fatigue is based on a maximum fatigue stress. The AISC-suggested method is based on the range of stress. Either may be used in design; they will give comparable values. The AISC method is generally quicker. Under the new approach, the allowables for members are designed M and for welds W. A tensile load is T, a compressive load C, a reversal R, and shear S. In the chart used for determining values for allowable range of stress (Fig. 26.41), there are four groups representing life. These are 1. 2. 3. 4. 20 000 to 100 000 cycles Over 100 000 to 500 000 cycles Over 500 000 to 2 000 000 cycles Over 2 000 000 cycles

In this example the DEC (decimal) modifier tells the STAMP 2 s BASIC to convert the single-byte value of 81 into text representing the decimal number 81.

these sleep() calls when compiling for the iPhone and wonder why everything slows down when I move back to the device, so let s #define this one to only compile into the simulator target. Add the following to drawRect in BigPageView.m:

And there are eight different categories representing type of joint and detail of member. The chart provides the allowable range in stress sr or sr, which value may be used in the conventional fatigue formulas. These formulas are max = where K= = min. stress min. force = max. stress max. force (26.5) sr 1 K or max = sr 1 K (26.4)

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