Design of Nailed And Glued Plywood Gussets for Lumber Rigid Frames
Design of Nailed And Glued Plywood Gussets for Lumber Rigid Frames
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In our eReader you can find the full English version of the book. Read Design of Nailed And Glued Plywood Gussets for Lumber Rigid Frames Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Design of Nailed And Glued Plywood Gussets for Lumber Rigid Frames
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14 BULLETIN No. 654 [March, The tentative design procedure then may be summarized as follows: 1. The joint must be strong enough to develop in the members being joined an extreme fiber stress of 5, 180 p. S. I.
2. The calculated maximum extreme fiber stress in the gussets must be not over 5, 180 p. S. I.
3. The calculated maximum shear stress parallel to the glue line in the gussets must not be over 317 p. S. I.
Verification of Tentative Design Procedure The tentative design procedure was check...ed by trying it on the joints that were load-tested. This was done to attempt to determine whether the proposed analytical design procedure could be used to accurately predict the behavior of the joints. In order to try the de- sign procedure on the joints, it was necessary to calculate the maxi- mum extreme fiber stress in the stud, the, maximum extreme fiber stress in the gusset, and the maximum shear stress in the gusset in a plane parallel to the glue bond.
The maximum extreme fiber stress in the stud is simply the result of the combined bending and axial stresses produced by the system of loading.
What to read after Design of Nailed And Glued Plywood Gussets for Lumber Rigid Frames?
You can find similar books in the "Read Also" column, or choose other free books by J O James Owen Curtis to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
14 BULLETIN No. 654 [March, The tentative design procedure then may be summarized as follows: 1. The joint must be strong enough to develop in the members being joined an extreme fiber stress of 5, 180 p. S. I.
2. The calculated maximum extreme fiber stress in the gussets must be not over 5, 180 p. S. I.
3. The calculated maximum shear stress parallel to the glue line in the gussets must not be over 317 p. S. I.
Verification of Tentative Design Procedure The tentative design procedure was check...ed by trying it on the joints that were load-tested. This was done to attempt to determine whether the proposed analytical design procedure could be used to accurately predict the behavior of the joints. In order to try the de- sign procedure on the joints, it was necessary to calculate the maxi- mum extreme fiber stress in the stud, the, maximum extreme fiber stress in the gusset, and the maximum shear stress in the gusset in a plane parallel to the glue bond.
The maximum extreme fiber stress in the stud is simply the result of the combined bending and axial stresses produced by the system of loading.
What to read after Design of Nailed And Glued Plywood Gussets for Lumber Rigid Frames?
You can find similar books in the "Read Also" column, or choose other free books by J O James Owen Curtis to read onlineMoreLess
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