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overhead garage storage -- guidance on span tables?

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  1. #1
    Apprentice (new member)
    Join Date
    Apr 2021
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    Sydney
    Posts
    13

    Default overhead garage storage -- guidance on span tables?

    Hi All,<br>Since garages don't have their own section, then I'm here <br><br>first rough up in sketchup (yes, its very bad)<br><img src="data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAA0MAAAKcCAYAAAA q32GhAAAgAElEQVR4Aey9P882y1Xmuz8GGiTvCFuYzFsyCdbE/NEEgEY6Bp2REDhCYAgOCAuCIxEgHTHJsTZbmonwHwggcOSM4Mi Bhb+AJWtnI82n4Dm6nu1rv+tZb3V3Vdda1VXdV3Cr7767u7rWq lW1rl9Xd98f/OQnP37RRz5QDCgGFAOKgVVj4KOPfvjyySf/n3KZ8rliQDGgGFAMNMfAB6smP9Vbwk0xoBhQDCgGEAOCIcWBxg LFgGJAMXA2BgRDIuhmgj4bbDpOA5ViQDGQEQOCIcVVRlypTMWV YuAZMSAYEgwJhhQDigHFwNIxIBh6hmCRMFU7KwYUAxkxIBiSCF paBGV0CpWpwVYxsFYMCIbWai/1L7WXYkAxMFMMCIYEQ4IhxYBiQDGwdAwIhiSsZhJWqoviUTGwV gwIhiSClhZBGnDWGnDUXmqvjBgQDCmuMuJKZSquFAPPiAHBkGB IMKQYUAwoBpaOAcHQMwSLhKnaWTGgGMiIAcGQRNDSIiijU6hMD baKgbViQDC0Vnupf6m9FAOKgZliQDAkGBIMKQYUA4qBpWNAMCR hNZOwUl0Uj4qBtWJAMCQRtLQI0oCz1oCj9lJ7ZcSAYEhxlRFXK lNxpRh4RgwIhgRDgiHFgGJAMbB0DAiGniFYJEzVzooBxUBGDAi GJIKWFkEZnUJlarBVDKwVA4KhtdpL/UvtpRhQDMwUA4IhwZBgSDGgGFAMLB0DgiEJq5mEleqieFQMrBU 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0AcYwAAGMIABDLTKABkiQ2QIAxjAAAYwgAEMYAADQzJAhoA/JPitfnrhvH3yhgEMYAADGMAABvIxQIbIEBnCAAYw0DQD7hnKVx QosLQlBjAwGgNkSBHUdBE02oB1vZIUBjCAAQxgAAMYyMcAGSJD ZAgDGMAABjCAAQxgAANDMkCGgD8k+D5RyfeJirbUlhjAAAYwgA EMtMoAGSJDZAgDGMBA0wy4Z0gR1moR5ryxi4HtGSBDiqCmiyBB ZPsgog/0AQYwgAEMYAADrTJAhsgQGcIABjCAAQxgAAMYwMCQDJAh4A8Jf qufXjhvn7xhAAMYwAAGMICBfAyQITJEhjCAAQw0zYB7hvIVBQo sbYkBDIzGABlSBDVdBI02YF2vJIUBDGAAAxjAAAbyMUCGyBAZw gAGMIABDGAAAxjAwJAMkCHgDwm+T1TyfaKiLbUlBjCAAQxgAAO tMkCGyBAZwgAGMNA0A+4ZUoS1WoQ5b+xiYHsGyJAiqOkiSBDZP ojoA32AAQxgAAMYwECrDJAhMkSGMIABDGAAAxjAAAYwMCQDZAj 4Q4Lf6qcXztsnbxjAAAYwgAEMYCAfA2SIDJEhDGAAA00z4J6hf EWBAktbYgADozHw/3BdpPPygqhfAAAAAElFTkSuQmCC" alt=""><br><br>I have three heavy duty storage units around my garage.<br>I wanted to set up some beams/bearers and joists -- with some MDF covering.<br><br>My storage is probably 90kg/m2 and is fairly static.<br><br>I was using SmartFrame Design to come up with the suggested wood dimensions.<br><br>I was using :<br><br>floor bearer - end or trimmer supporting joist load only (single span)<br>floor joist - WITHOUT ceiling (single span)<br><br>FYI the bearers are about 2600mm long (1800mm spacing), and my joists are about 2000mm long with either 450mm or 600mm spacing<br><br>with default values - joists - 120x35 (450mm) ; 120x45 (600mm) &amp; bearers 190x45 (all for MPG10)<br><br>Given my storage values - should I:<br>1) be using floor bearer/ floor joist as the selected member?<br>2) should I adjust the:<br>&nbsp;-- floor dead load (40kg/m2), floor live load (1.5kPa) and Floor point load (1.8kn) (default values are in brackets)<br><br>Keen to hear your thoughts and feedback.<br><br><br>

  2. #2
    Golden Member havabeer's Avatar
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    Quote Originally Posted by cptcherry View Post
    Hi All,<br>Since garages don't have their own section, then I'm here <br><br>first rough up in sketchup (yes, its very bad)<br><img src="data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAA0MAAAKcCAYAAAA q32GhAAAgAElEQVR4Aey9P882y1Xmuz8GGiTvCFuYzFsyCdbE/NEEgEY6Bp2REDhCYAgOCAuCIxEgHTHJsTZbmonwHwggcOSM4Mi Bhb+AJWtnI82n4Dm6nu1rv+tZb3V3Vdda1VXdV3Cr7767u7rWq lW1rl9Xd98f/OQnP37RRz5QDCgGFAOKgVVj4KOPfvjyySf/n3KZ8rliQDGgGFAMNMfAB6smP9Vbwk0xoBhQDCgGEAOCIcWBxg LFgGJAMXA2BgRDIuhmgj4bbDpOA5ViQDGQEQOCIcVVRlypTMWV YuAZMSAYEgwJhhQDigHFwNIxIBh6hmCRMFU7KwYUAxkxIBiSCF paBGV0CpWpwVYxsFYMCIbWai/1L7WXYkAxMFMMCIYEQ4IhxYBiQDGwdAwIhiSsZhJWqoviUTGwV gwIhiSClhZBGnDWGnDUXmqvjBgQDCmuMuJKZSquFAPPiAHBkGB IMKQYUAwoBpaOAcHQMwSLhKnaWTGgGMiIAcGQRNDSIiijU6hMD baKgbViQDC0Vnupf6m9FAOKgZliQDAkGBIMKQYUA4qBpWNAMCR hNZOwUl0Uj4qBtWJAMCQRtLQI0oCz1oCj9lJ7ZcSAYEhxlRFXK lNxpRh4RgwIhgRDgiHFgGJAMbB0DAiGniFYJEzVzooBxUBGDAi GJIKWFkEZnUJlarBVDKwVA4KhtdpL/UvtpRhQDMwUA4IhwZBgSDGgGFAMLB0DgiEJq5mEleqieFQMrBU 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0AcYwAAGMIABDLTKABkiQ2QIAxjAAAYwgAEMYAADQzJAhoA/JPitfnrhvH3yhgEMYAADGMAABvIxQIbIEBnCAAYw0DQD7hnKVx QosLQlBjAwGgNkSBHUdBE02oB1vZIUBjCAAQxgAAMYyMcAGSJD ZAgDGMAABjCAAQxgAANDMkCGgD8k+D5RyfeJirbUlhjAAAYwgA EMtMoAGSJDZAgDGMBA0wy4Z0gR1moR5ryxi4HtGSBDiqCmiyBB ZPsgog/0AQYwgAEMYAADrTJAhsgQGcIABjCAAQxgAAMYwMCQDJAh4A8Jf qufXjhvn7xhAAMYwAAGMICBfAyQITJEhjCAAQw0zYB7hvIVBQo sbYkBDIzGABlSBDVdBI02YF2vJIUBDGAAAxjAAAbyMUCGyBAZw gAGMIABDGAAAxjAwJAMkCHgDwm+T1TyfaKiLbUlBjCAAQxgAAO tMkCGyBAZwgAGMNA0A+4ZUoS1WoQ5b+xiYHsGyJAiqOkiSBDZP ojoA32AAQxgAAMYwECrDJAhMkSGMIABDGAAAxjAAAYwMCQDZAj 4Q4Lf6qcXztsnbxjAAAYwgAEMYCAfA2SIDJEhDGAAA00z4J6hf EWBAktbYgADozHw/3BdpPPygqhfAAAAAElFTkSuQmCC" alt=""><br><br>I have three heavy duty storage units around my garage.<br>I wanted to set up some beams/bearers and joists -- with some MDF covering.<br><br>My storage is probably 90kg/m2 and is fairly static.<br><br>I was using SmartFrame Design to come up with the suggested wood dimensions.<br><br>I was using :<br><br>floor bearer - end or trimmer supporting joist load only (single span)<br>floor joist - WITHOUT ceiling (single span)<br><br>FYI the bearers are about 2600mm long (1800mm spacing), and my joists are about 2000mm long with either 450mm or 600mm spacing<br><br>with default values - joists - 120x35 (450mm) ; 120x45 (600mm) &amp; bearers 190x45 (all for MPG10)<br><br>Given my storage values - should I:<br>1) be using floor bearer/ floor joist as the selected member?<br>2) should I adjust the:<br>&nbsp;-- floor dead load (40kg/m2), floor live load (1.5kPa) and Floor point load (1.8kn) (default values are in brackets)<br><br>Keen to hear your thoughts and feedback.<br><br><br>
    jesus.... did you copy and paste the whole matrix in or something?

    might need to go back and re-format your post.
    Remember if you don't sin, then Jesus died for nothing

  3. #3
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    I've reposted that didn't have the image payload. this thread can be deleted now

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