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Farm Building and Infrastructure
Buildings & Infrastructure
C-section beam loadings
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<blockquote data-quote="Pheasant Surprise" data-source="post: 948226" data-attributes="member: 1103"><p>Deflection is the key. Probably worth a call in to Steadmans on Monday (or an engineer who owes me a favour!) to double check though.</p><p></p><p>Looking at the load tables again below - for supporting mezz. type floors (probably closer to what I'm trying to achieve):</p><p></p><p>Supporting bolt centres on the heater are 576mm (crosswise) x 760mm (lengthwise), so gives the load spread over 0.438 m2, so thats 150kg / 0.438 = 343kg / m2.</p><p></p><p>Got to measure the gauge of the sections I've got, but if its 1.6mm (14016 section) and the 2 beams are set at 400mm apart, then according to the table below, the working load at 3.5m span is 353kg / m2. So within spec, just.</p><p></p><p>Deflection limit needs to stay within "Span / 360" so about 10mm, if I'm reading the table the right way.</p></blockquote><p></p>
[QUOTE="Pheasant Surprise, post: 948226, member: 1103"] Deflection is the key. Probably worth a call in to Steadmans on Monday (or an engineer who owes me a favour!) to double check though. Looking at the load tables again below - for supporting mezz. type floors (probably closer to what I'm trying to achieve): Supporting bolt centres on the heater are 576mm (crosswise) x 760mm (lengthwise), so gives the load spread over 0.438 m2, so thats 150kg / 0.438 = 343kg / m2. Got to measure the gauge of the sections I've got, but if its 1.6mm (14016 section) and the 2 beams are set at 400mm apart, then according to the table below, the working load at 3.5m span is 353kg / m2. So within spec, just. Deflection limit needs to stay within "Span / 360" so about 10mm, if I'm reading the table the right way. [/QUOTE]
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C-section beam loadings
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