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isherwood
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Absolutely. A beam oriented horizontally has a minor fraction of the rigidity and load-carrying ability as one oriented vertically. Beam strength is largely a function of its vertical face height. Cross-sectional area is a minor factor.

To demonstrate this to yourself, try bending a sheet of paper laid flat on a table with respect to its width. It can't practically be done. Now try bending it with respect to its thickness. Floppy as can be, right? There's your answer.

Absolutely. A beam oriented horizontally has a minor fraction of the rigidity and load-carrying ability as one oriented vertically. Beam strength is largely a function of its vertical face height. Cross-sectional area is a minor factor.

To demonstrate this to yourself, try bending a sheet of paper laid flat on a table with respect to its width. It can't practically be done. Now try bending it with respect to its thickness. Floppy as can be, right? There's your answer.

Absolutely. A beam oriented horizontally has a minor fraction of the rigidity and load-carrying ability as one oriented vertically. Beam strength is largely a function of vertical face height. Cross-sectional area is a minor factor.

To demonstrate this to yourself, try bending a sheet of paper laid flat on a table with respect to its width. It can't practically be done. Now try bending it with respect to its thickness. Floppy as can be, right? There's your answer.

Source Link
isherwood
  • 148.9k
  • 8
  • 179
  • 439

Absolutely. A beam oriented horizontally has a minor fraction of the rigidity and load-carrying ability as one oriented vertically. Beam strength is largely a function of its vertical face height. Cross-sectional area is a minor factor.

To demonstrate this to yourself, try bending a sheet of paper laid flat on a table with respect to its width. It can't practically be done. Now try bending it with respect to its thickness. Floppy as can be, right? There's your answer.