Posted by Richard S2 on 16/11/2016 18:40:24:
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As I have messed with the design and reduced the Size of the Cylinder Bolts, but increased the number, I have ensured I have increased, or matched the Core Area Total of the Bolts for the Cyl-Boiler fixing and Chest Covers when compared with the original design..
The holding down bolts (studs) are Phosphor Bronze (PB102/CW451K) machined from Drawn Rod.
I wish to check that my choice of fixings and the quantity are capable of withstanding the apparent extra pressure my boiler is quoted to withstand.
Can anyone offer me the Safe Tensile Strength of this PB (assuming it is in the fully, lowest annealed state)?.
The figures from the PB Specs online vary considerably and seem very high, compared to the example Mr J. Haining used in one of his books where he only uses 3000lbs psi as a SAFE figure for Steel !.
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By and large maintaining the same core area with more but smaller bolts will be about the same strength as fewer fatter bolts. BUT, in changing the design you have to make sure that the stress remains equal across all the bolts. If the change caused one of the weakened bolts to more highly stressed than the others, it might fail first and cause the others to break in succession as each in turn takes an unfair amount of strain. Likewise, replacing several small bolts with a single big one could fail if the change put undue leverage on the big bolt.
The high tensile strength quoted for Phosphor Bronze compared with those given in the Haining book for Steel is almost certainly because the first is the maximum 'it will break' and the second is adjusted for reliability and safety.
Given the maximum tensile strength of a material a designer will allow a safety factor. If the material isn't structural, cost and weight can be kept low. But for materials under load the safety factor is usually at least 5 times the calculated stress and could be up to 20 times or more in a safety critical application. To calculate the safety factor, the designer takes into account the consequences of failure and the type of stress the item is subjected to – heat, pressure, vibration, stress concentrations, patterns of use and design lifetime etc. Quite difficult to do from scratch, so designers usually follow existing guidelines influenced by practical experience. These are often codified in building regulations and so forth. I don't think anyone on the forum can give a safe tensile strength for your particular application, the alternative is to apply a hefty safety factor. Like as not it's there already – Phosphor Bronze is strong and you're using more bolts to provide the same core area.
A model boiler at 80psi isn't particularly stressed but there is risk of injury if it goes wrong. Blowing yourself up in private is one thing, but a boiler can't be used in public unless an inspector is satisfied with the design, materials, build and pressure tests. It comes down to how the inspector applies his guidance; my guess is he'd be much more impressed by high safety factors (x10) than low ones (x1.5), and even more impressed if the boiler was built to an established design. What might worry him is major constructional changes. A chat with the inspector would probably establish what's needed.
Dave