Angle connection pull through strength, tear off strength etc.
Angle connection pull through strength, tear off strength etc.
(OP)
For two angles connected by bolts with load perpendicular to the bolt axis, AISC-13th gives very detailed calculation formulars for bearing strength, angle tension strength both on gross area Ag and effective area Ae=An*U. How about if the load is parallel to the bolt axis as shown in attached file? Are there any Codified formulas to calculate such angle strength as pull through, bearing, tear off(or shear) strength at the portion of angle bolt hole to the edge?
Thanks a lot!
Thanks a lot!






RE: Angle connection pull through strength, tear off strength etc.
RE: Angle connection pull through strength, tear off strength etc.
DaveAtkins
RE: Angle connection pull through strength, tear off strength etc.
RE: Angle connection pull through strength, tear off strength etc.
These may help on the bolts and angle.
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