min embedment length for anchor rods?
min embedment length for anchor rods?
(OP)
Can anyone point me to a reference? Assuming strength works of course. I have heard 12*d as a rule, but haven't found any documentation...thanks
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min embedment length for anchor rods?
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RE: min embedment length for anchor rods?
RE: min embedment length for anchor rods?
RE: min embedment length for anchor rods?
RE: min embedment length for anchor rods?
Tension splices/embedment lengths tend to be larger than a shear load.
RC
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RE: min embedment length for anchor rods?
RE: min embedment length for anchor rods?
RE: min embedment length for anchor rods?
PIP standard
or Design of Anchor bolt design for petrochemical facilities..
RE: min embedment length for anchor rods?
Strength and embedded lengths are related because the strenth is the smaller of tensile strength of bolts or pull-out resistance.
However for shear there is recommended 10d or 12d spacing requirements either from concrete edge or between bolts because of the conical failure mode. If the bolt is too close to edge then it will spall off in shear or if the bolts are too close to each other then there is overlapping of critical regions.
RE: min embedment length for anchor rods?
Dik