Which bolt should be used for a beam support with different yield strengths?

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SUMMARY

The discussion centers on selecting the appropriate bolt diameter for a beam support, considering differing yield strengths of the bolt and the supporting plate. The user calculated two diameters based on shear strength and a constant load, noting that the plate's lower shear strength necessitated a larger bolt diameter. The consensus is that the design of a bolted joint should prioritize the yield strength of the bolt itself, rather than the material being bolted, unless specific geometric stress limitations apply.

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I have calculated two diameters of a bolt to be used in a beam support using a plate at each side supported in a cradle with a hinge pin.

i used shear strength and a constant load to find the diameters the reason i have two different diameters is because the plate and bolt have different yeild strengths

the plate has the lower shear strength and resulted in a bigger diameter of bolt.

what bolt should be used?

thanks for any answers
 
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You design a bolted joint per the yield strength of the bolt, not the material it's bolting (unless the geometry has stress-limiting factors).
 
nice one mate
 

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