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cations. Some specifications for example, those of the Society of Automotive Engineers (SAE) actually are not standards, but are merely guides to recommended practices. Other specifications rigidly call out the design and fabrication procedures to be followed and are legally binding. In any event, neither the design nor the fabrication of a welded structure should be undertaken without full knowledge of all codes and requirements that must be met. Meeting the requirements of a code does not protect anyone against liability concerning the performance of the welds or structure. Nor, in general, does any codewriting body approve, endorse, guarantee, or in any way attest to the correctness of the procedures, designs, or materials selected for code application. The strength values permitted by governing codes are called allowables. Thus there are specified allowables for shear stress and unit force on various sizes of fillet welds, and there are fatigue allowables for various welds in reference to the geometry of the joint. Most weldments used in machinery are made in accordance with AWS and AISC specifications, with ASME and API rules applicable where pressure vessels and piping are involved.

26.9.1 Allowable Shear and Unit Forces The basic formula for allowable shear stress for weld metal in a fillet or partialpenetration bevel-groove weld has been established by the AWS and AISC as = 0.30St (26.1)

12. Call the setNeedsLayout method on the scroll view. This will cause layoutSubviews to be called where you can reset the content view s internal subview geometry. The following is an implementation of the previous steps that you ll add to the BigViewScrollView. You ll call it whenever zooming finishes.

Serout 1, 16468, [81]

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where St = minimum tensile strength. Table 26.9 shows the values for various weldmetal strength levels obtained by this formula and the more common fillet-weld sizes. These values are for equal-leg fillet welds where the effective throat te = 0.707 , where is the leg size. With Table 26.9 one can calculate the allowable unit force f per linear inch for a weld size made with a particular electrode type. For example, calculating the allowable unit force f per inch for a 1 2-in fillet weld made with an E70 electrode gives f = 0.707 = 0.707 (0.30St) = 0.707(1 2)(0.30)(70)(10)3 = 7420 lb per linear inch An AISC provision gives limited credit for penetration beyond the root of a fillet weld made with the submerged-arc process. Since penetration increases the effective throat thickness of the weld, as shown in Fig. 26.40, the provision permits an increase in this value when calculating weld strength. For fillet welds 3 8 in and smaller, the effective throat te is now equal to the leg size of the weld . Thus, te = 3 8 in (26.2)

For submerged-arc fillet welds larger than 3 8 in, the effective throat of the weld is obtained by adding 0.11 to 0.707 . Thus, te = 0.707 + 0.11 > 3 8 in (26.3)

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 26.40 The AISC gives credit for penetration beyond the root of fillets made with the submerged-arc process. (The Lincoln Electric Company.)

In the example above Serout sends a single byte whose bits would total the decimal number 81. Looking up 81 in the ASC2 chart, you will note that the letter Q would be sent.

- (void)updateResolution { //LogMethod(); isdblTapZooming = NO; float zoomScale = [self zoomScale]; CGSize oldContentViewSize = [contentView frame].size; //zooming properly resets contentsize as it happens. CGSize newContentSize = [self contentSize]; CGPoint newContentOffset = [self contentOffset]; float xMult = newContentSize.width / oldContentViewSize.width; float yMult = newContentSize.height / oldContentViewSize.height; newContentOffset.x *= xMult; newContentOffset.y *= yMult; float currentMinZoom = [self minimumZoomScale]; float currentMaxZoom = [self maximumZoomScale]; float newMinZoom = currentMinZoom / zoomScale; float newMaxZoom = currentMaxZoom / zoomScale; //don't call our own set..zoomScale, cause they eventually call this method. //Infinite recursion is uncool. [super setMinimumZoomScale:1.0]; [super setMaximumZoomScale:1.0]; [super setZoomScale:1.0 animated:NO]; [contentView setFrame:CGRectMake(0, 0, newContentSize.width, newContentSize.height)]; [self setContentSize:newContentSize]; [self setContentOffset:newContentOffset animated:NO]; [super setMinimumZoomScale:newMinZoom]; [super setMaximumZoomScale:newMaxZoom]; // throw out all tiles so they'll reload at the new resolution [self reloadData]; //calls setNeedsLayout, among other things for housekeeping }

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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