s1 bolts Save
Terms in this set (85)
According to the AISC steel 5/8 14.21/table 14.2
construction manual the
minimum washer thickness for a
base plate anchor rod 1 3/4"in in
diameter is_________inch
according to the IBC which is contractor IBC table 2.1 note be
the first party that special
inspector is to notify regarding
a discrepancy found during the
special inspection
,According to the RCSC what. Class a or B. 2.3.3 note b
Coating classification is
necessary for a painted slip
critical surface
According to the RCSC which 3/8 2.3.3 commentary
of the following HSB diameter
do not belong
According to the specification When a sliding whole occurs in the outer ply of the joint
for structural joint for snug When the outer phase of a joint and has a slope greater than
tighten joint washers are 1:20 16.2-40/6.1
required only for which of the
following conditions
According to the specification Calibrated wrench pretensioning
for structural joints for Oversized or slide a hole in the outer ply of the connection
pretension and slip critical Twist off type tension control bolt. 16.2-40/6.2
joints which of the following
conditions require washers in
high-strength bolted
tconnection
, according to the specification the engineer of Records project drawings rcsc 16.2 section 2.3.1
for structural joints how does
the special inspector determine
the type of high-strength bolts
that are to be used for a project
particular bolt joints
according to the specification manufacturer certification rcsc 16.2 section 2.1
for structural joints how does
the special inspector verify the
bolts nuts and washers meet
the requirements of a325 or
a490 specifications
according to the specification 3 16.2 - .2
for structural joints not fewer
than_______ complete Fasteners
Assemblies of each
combination of diameter length
in grade or to be checked at
the job site in the tension
according to the specification turn of the nut method, Twist Off type tension control bolt
for structural joints the ______ pretension method, calibrated wrench method 16.2 46 -
method for installation
pretensioned and bolted joints
Terms in this set (85)
According to the AISC steel 5/8 14.21/table 14.2
construction manual the
minimum washer thickness for a
base plate anchor rod 1 3/4"in in
diameter is_________inch
according to the IBC which is contractor IBC table 2.1 note be
the first party that special
inspector is to notify regarding
a discrepancy found during the
special inspection
,According to the RCSC what. Class a or B. 2.3.3 note b
Coating classification is
necessary for a painted slip
critical surface
According to the RCSC which 3/8 2.3.3 commentary
of the following HSB diameter
do not belong
According to the specification When a sliding whole occurs in the outer ply of the joint
for structural joint for snug When the outer phase of a joint and has a slope greater than
tighten joint washers are 1:20 16.2-40/6.1
required only for which of the
following conditions
According to the specification Calibrated wrench pretensioning
for structural joints for Oversized or slide a hole in the outer ply of the connection
pretension and slip critical Twist off type tension control bolt. 16.2-40/6.2
joints which of the following
conditions require washers in
high-strength bolted
tconnection
, according to the specification the engineer of Records project drawings rcsc 16.2 section 2.3.1
for structural joints how does
the special inspector determine
the type of high-strength bolts
that are to be used for a project
particular bolt joints
according to the specification manufacturer certification rcsc 16.2 section 2.1
for structural joints how does
the special inspector verify the
bolts nuts and washers meet
the requirements of a325 or
a490 specifications
according to the specification 3 16.2 - .2
for structural joints not fewer
than_______ complete Fasteners
Assemblies of each
combination of diameter length
in grade or to be checked at
the job site in the tension
according to the specification turn of the nut method, Twist Off type tension control bolt
for structural joints the ______ pretension method, calibrated wrench method 16.2 46 -
method for installation
pretensioned and bolted joints
