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		<title>User:Richard Anthony Johnson - Revision history</title>
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		<updated>2026-04-23T03:58:35Z</updated>
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		<id>https://www.designingbuildings.co.uk/w/index.php?title=User:Richard_Anthony_Johnson&amp;diff=273995&amp;oldid=prev</id>
		<title>Richard Anthony Johnson at 15:43, 4 April 2024</title>
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				<updated>2024-04-04T15:43:49Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
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		&lt;td colspan='2' style=&quot;background-color: white; color:black;&quot;&gt;← Older revision&lt;/td&gt;
		&lt;td colspan='2' style=&quot;background-color: white; color:black;&quot;&gt;Revision as of 15:43, 4 April 2024&lt;/td&gt;
		&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 1:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;A Consulting Civil and Structural Engineer, practicing in the Fens, North Cambridge, Norfolk and Lincolnshire. I've &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;speacialised &lt;/del&gt;in residential propeties, particularly traditional structures and seem to do a lot of Barn conversions and &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;vistorian&lt;/del&gt;/ georgian propeties- probably because of being based in prime farmland, which historically would have been wealthy during the 19th and early 20th century.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;A Consulting Civil and Structural Engineer, practicing in the Fens, North Cambridge, Norfolk and Lincolnshire. I've &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;specialised &lt;/ins&gt;in residential propeties, particularly traditional structures and seem to do a lot of Barn conversions and &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;victorian&lt;/ins&gt;/ georgian propeties- probably because of being based in prime farmland, which historically would have been wealthy during the 19th and early 20th century.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;Personal favourites include designing for older buildings, particularly restorations or conversions. Having had hands on experience, I've got good grounding in NHL, putty and slaked limes, their uses in mortars, renders and plasters. I'm experienced in designing with timber for beams, columns, posts, floor joists, rafters, stud walls&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;, &lt;/del&gt;racking walls. I've &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;managed to produce structural designs for histori buildings in and around the Fens&lt;/del&gt;, &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;working in Wisbech, Downham Market &lt;/del&gt;and &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;Kngs Lynn. I've &lt;/del&gt;even &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;worked breifly on The Bishop's Palace at Ely cathedral. Currently, Im helping with a project &lt;/del&gt;for &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;a 13th century Church over near Huntingdon&lt;/del&gt;.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;Personal favourites include designing for &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;the &lt;/ins&gt;older buildings, particularly restorations or conversions. Having had hands on experience, I've got good grounding in NHL, putty and slaked limes, their uses in mortars, renders and plasters&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;. I have a good understanding of breathabillity, cold bridging and structures with solid masonry walls, have extensive experience in underpinning works, preventing differential settlement due to structural alterations and determining the root cause of movement in buildngs&lt;/ins&gt;. I'm experienced in designing with timber for beams, columns, posts, floor joists, rafters, stud walls &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;and &lt;/ins&gt;racking walls. I've &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;designed oak King Post&lt;/ins&gt;, &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;Queen &lt;/ins&gt;and &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;Fan trusses, hand cut purlin roofs (&lt;/ins&gt;even &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;resolving forces correctly!) and lots of roofs &lt;/ins&gt;for &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;Orangeries&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;My background includes post graduate specialism in Concete and &lt;/del&gt;I design &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;raft foundations&lt;/del&gt;, &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;beams columns&lt;/del&gt;, &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;slabs &lt;/del&gt;and &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;piled foundations&lt;/del&gt;. &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;The great thing about &lt;/del&gt;the Fens &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;is that there&lt;/del&gt;'s &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;no true bedrock so pileed foundations have to be skin friction&lt;/del&gt;, &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;rather than end bearing&lt;/del&gt;.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;I &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;know my way around structural steelwork &lt;/ins&gt;design, &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;inluding their connections&lt;/ins&gt;, &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;welding, grade strengths &lt;/ins&gt;and &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;finishes&lt;/ins&gt;. &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;I've managed to produce structural designs for historic buildings in and around &lt;/ins&gt;the Fens&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;, working in Wisbech, Downham Market and Kings Lynn. I've even worked breifly on The Bishop&lt;/ins&gt;'s &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;Palace at Ely cathedral. Currently&lt;/ins&gt;, &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;Im consulting on a project for a 13th century Church over near Huntingdon&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;The bad side about the fens is the poor soil conditions- it used to be marshland and before that, an estuary- or the inlet to the sea at least! That mans that pretty much every project needs a geotechnical survey so I've become quite conversant at geology over the years and have a good grounding in foundations, shrinkable soils, volume change potential, Atterberg limits (Pasticity index), sulphates in CLAYs and building on PEAT.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;My background includes post graduate specialism in Concete and I design raft foundations, beams columns, slabs and piled foundations. The great thing about the Fens is that there's no true bedrock so piled foundations have to be skin friction, rather than end bearing.&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot;&gt;&amp;#160;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;&amp;#160;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot;&gt;&amp;#160;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;The bad side about the fens is the poor soil conditions- it used to be marshland and before that, an estuary- or the inlet to the sea at least! That mans that pretty much every project needs a geotechnical survey so I've become quite conversant at geology over the years and have a good grounding in foundations, shrinkable soils, volume change potential, Atterberg limits (Pasticity index), sulphates in CLAYs and building on PEAT&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;. Specifying the type of foundations and the grade concete for the foundations is pretty straight forward once all those aspects are known&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Richard Anthony Johnson</name></author>	</entry>

	<entry>
		<id>https://www.designingbuildings.co.uk/w/index.php?title=User:Richard_Anthony_Johnson&amp;diff=273993&amp;oldid=prev</id>
		<title>86.175.41.172 at 15:20, 4 April 2024</title>
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				<updated>2024-04-04T15:20:59Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;A Consulting Civil and Structural Engineer, practicing in the Fens, North Cambridge, Norfolk and Lincolnshire. I've speacialised in residential propeties, particularly traditional structures and seem to do a lot of Barn conversions and vistorian/ georgian propeties- probably because of being based in prime farmland, which historically would have been wealthy during the 19th and early 20th century.&lt;br /&gt;
&lt;br /&gt;
Personal favourites include designing for older buildings, particularly restorations or conversions. Having had hands on experience, I've got good grounding in NHL, putty and slaked limes, their uses in mortars, renders and plasters. I'm experienced in designing with timber for beams, columns, posts, floor joists, rafters, stud walls, racking walls. I've managed to produce structural designs for histori buildings in and around the Fens, working in Wisbech, Downham Market and Kngs Lynn. I've even worked breifly on The Bishop's Palace at Ely cathedral. Currently, Im helping with a project for a 13th century Church over near Huntingdon.&lt;br /&gt;
&lt;br /&gt;
My background includes post graduate specialism in Concete and I design raft foundations, beams columns, slabs and piled foundations. The great thing about the Fens is that there's no true bedrock so pileed foundations have to be skin friction, rather than end bearing.&lt;br /&gt;
&lt;br /&gt;
The bad side about the fens is the poor soil conditions- it used to be marshland and before that, an estuary- or the inlet to the sea at least! That mans that pretty much every project needs a geotechnical survey so I've become quite conversant at geology over the years and have a good grounding in foundations, shrinkable soils, volume change potential, Atterberg limits (Pasticity index), sulphates in CLAYs and building on PEAT.&lt;/div&gt;</summary>
		<author><name>[IP address hidden]</name></author>	</entry>

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