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Same thing that defines a header in any other style. One must trace the load paths, deteremine what load the header will be asked to support, and design it for that load, both for moment and deflection. A word of friendly advice: don't build a 6-foot-wide porch! You will regret it every moment that you spend on it. Make it 12 feet wide if at all possible, minimum.
Architect (NY) and Home Designer (PA)
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| Posts: 2863 | Location: Tobyhanna, PA | Registered: 24 October 2005 |    |
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But then your rafters will be parallel to the pitch of the roof instead of perpendicular to it as they should be. And then something has to carry the concentrated load of the side beams.
Architect (NY) and Home Designer (PA)
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| Posts: 2863 | Location: Tobyhanna, PA | Registered: 24 October 2005 |    |
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