Hi Folks,
I'm preparing to commence building my H-jig for the empennage using some 5.5" X 5.5" laminated posts and have some questions:
Is 5.5" too wide for the horizontal beam, i.e., would the extra width create problems?
Van's jig sketch recommends 98"-100" for the span of the horizontal beam...my lumber would yield a shorter length (between the upright posts) of about 95"; Would this create a problem?
Thanks,
KJP
I'm preparing to commence building my H-jig for the empennage using some 5.5" X 5.5" laminated posts and have some questions:
Is 5.5" too wide for the horizontal beam, i.e., would the extra width create problems?
Van's jig sketch recommends 98"-100" for the span of the horizontal beam...my lumber would yield a shorter length (between the upright posts) of about 95"; Would this create a problem?
Thanks,
KJP