Difference between revisions of "What Are Reasonable Spans of Carriers made of Various Materials"
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[[Image:Profiles.jpg|thumb|center|500px|Figure 3: An overview of the most common carrier crossections]] | [[Image:Profiles.jpg|thumb|center|500px|Figure 3: An overview of the most common carrier crossections]] | ||
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+ | Notice that from the above mentioned cross-sections geometrys the best choice conserning the weight of the carrier and its resistance to the loading in our case would be to use the "H-shaped" cross-section as for instance one can find in railroad tracks. | ||
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<p>to be CONTINUED........ Notice: The author accepts no responsibility for the safety of a construction or the correctness of the article </p> | <p>to be CONTINUED........ Notice: The author accepts no responsibility for the safety of a construction or the correctness of the article </p> | ||
<p>--[[User:HTP Petros|HTP Petros]] 15:57, 13 January 2010 (UTC)</p> | <p>--[[User:HTP Petros|HTP Petros]] 15:57, 13 January 2010 (UTC)</p> |
Revision as of 12:20, 14 January 2010
At this part a simple example of a carrier which connects one wall of the house with the other as can be seen in figure 1 is presented. For simplicity the carrier is loaded in its middle with a sandbag. Exactly the same loading would be present if the roof was mounted at this point.
For reasons of simplifying future calculations and understanding the above figure 1 is remade and represented as in figure 2
For the start it is Importatnt to remember that the allowable span which a carrier can have so that it will not collapse depends on three important factors:
+ its cross-section geometry (see examples in figure 3 below)
+ its material (steel, wood or reinforced concrete)
+ on how you will apply the load on it (is the weight in the middle of the carrier or at an other point)
Remember: NEVER use concrete or similar materials without reinforcements of steel or similar for a carrier! The possibility that it will colappse is almost certain!
Notice that from the above mentioned cross-sections geometrys the best choice conserning the weight of the carrier and its resistance to the loading in our case would be to use the "H-shaped" cross-section as for instance one can find in railroad tracks.
to be CONTINUED........ Notice: The author accepts no responsibility for the safety of a construction or the correctness of the article
--HTP Petros 15:57, 13 January 2010 (UTC)