slip critical vs bolt strength, single plt conn
slip critical vs bolt strength, single plt conn
(OP)
when designing a bolted single plate shear connection, beam to column, is it appropriate to use manual table 7-1 for shear strength of bolts or should table 7-3 be used for slip as a serviceability limit state?
the examples given in the manual companion use different methods for this connection from example II.B-1 (7-1) and then II.A-17 which uses table 10-9.
the question stems from a connection with vertical reaction that is satisfied when using table 7-1 but slightly overstressed when using the lower value of bolt shear given by table 7-3. thanks in advance!
the examples given in the manual companion use different methods for this connection from example II.B-1 (7-1) and then II.A-17 which uses table 10-9.
the question stems from a connection with vertical reaction that is satisfied when using table 7-1 but slightly overstressed when using the lower value of bolt shear given by table 7-3. thanks in advance!





RE: slip critical vs bolt strength, single plt conn
RE: slip critical vs bolt strength, single plt conn
Note that AISC uses bearing bolts in all design examples.
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RE: slip critical vs bolt strength, single plt conn