joist, 14kip end reaction of the W18. The end of the W18 will be coped
down to 2 1/2" to match the joist. I have checked the shear and moment
of the reduced beam section, designed the dlb L on each side of the W18
and extend them back into the W18 to transfer the 'reaction/bearing
moment' from the reduced section to the full W18 section. We are still
a little uneasy, and would like any comments on the detail or addition
steel code checks we may have missed.
Thanks
Jason
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