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If the administrator wants to comment out the Go command, he must use two dashes as a comment marker at the beginning of the row:

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

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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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Of course, the maximum allowable fatigue value used should not exceed the allowable for steady loading An alternative use of the allowable range of stress taken from the table is to divide it into the range of applied loadThis will provide the required property of the section area or section modulus The section, as determined, must additionally be large enough to support the total load (dead and live load) at steady allowable stresses Reference to the chart of joint types and conditions and the table of allowable range of stress for the different categories (Fig 2641) will help make clear their use Such reference also points up some of the new ideas introduced One new concept is that the fatigue allowable of a member, for example, a welded plate girder as shown by (2) in the chart (Fig 26.

41), is now determined by the allowable of the plate when connected by the fillet welds parallel to the direction of the applied stress M and W are equal, and the applicable category is B, rather than the allowable of plate without welds, category A If stiffeners are used on the girder, as in (4), the fatigue allowable of the web or flange is determined by the allowable in the member at the termination of the weld or adjacent to the weld, category C or D, depending on the shear value in the web The fatigue allowable of a flange plate at the termination of a cover plate, either square or tapered end, is represented by (5) The applicable category is E The same category also applies to a plate or cover plate adjacent to the termination of an intermittent fillet weld, as in (6) and (39).

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