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Recent content by Cadet2000
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Eccentric Shear Splice
Say the main beam is w14x38 (50ksi) and is being spliced to a clip angle or tab plate support of 3/8" thick. Shear load is 20k. Splice is 3-1.125" A325 DS, slip-critical, each side of splice using two 3/8" splice plates. Question is if the 1" offset from W14 web (0.31") to tab plate (3/8") is of...- Cadet2000
- Post #3
- Forum: Structural engineering general discussion
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Eccentric Shear Splice
When splicing webs of girders, using double splice plates and slip-critical bolt design, what effect does offset of webs have on the design? How much offset of webs can be accomodated by fill plate? Say if web thicknesses are 3/8", can there be 1" offset to be filled with fill plates?- Cadet2000
- Thread
- Replies: 3
- Forum: Structural engineering general discussion
