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According to the IBC, the "blank" is to hire the special inspector. ANSowner or owners agent. 2009 IBC Section 1704.
According to the IBC, the "blank" is the responsible for the approval of a person's qualifications to act as a special inspector. ANScode official. 2009 IBC, Section 1704.
According to the IBC, discrepancy corrections are made known to the building official by: ANSfinal report. 2009 IBC, Section1704.1.
When is the code official to be made aware of a discrepancy found during a special inspection? ANSIf it is not corrected by the contractor. 2009 IBC, Section 1704.1.
According to the Model Program for Special Inspection, the special inspector is to document work that is nonconforming: ANSIn a written report - Section II B 4 - Model Programs
According to the Model Program for Special Inspection, the special inspector is to prepare written report of inspection: ANSAfter each inspection visit - Section II B 5 - Model Programs
According to the Model Program for Special Inspection, which of the following items does not need to be included in each inspection report? ANSDescription of discussions with the contractor
- Section B 5 - Model Programs
According to the Specification for Structural Joints using high strength bolts, the nominal diameter of standard bolt holes shall be how much larger than the nominal bolt diameter? ANS1/16 inch - Specification for Structural Joints Table 3.
Discrepancies in the work shall be brought to the immediate attention of the "blank" for corrective action. ANSthe contractor - 2009 IBC, Section 1704.1.2.
The special inspector shall furnish inspection reports to the "blank" and to the "blank"? ANSBuilding Official and Registered Design professional
The special inspector shall provide continuos inspection of: ANSSingle-pass fillet welds greater than 5/16 inch in size - 2099 IBC, Table 1704.3, Item 5.
The special inspections required by this code are not required where the work is done on the premise of a? ANSApproved fabricator - 2009 IBC, Section 1704.2.
The special inspection of the steel fabrication process shall not be required where the fabricator does not perform any? ANSheating operations - 2009 IBC, Section 1704.3, Exceptions # 1
According to the Specifications for Structural Steel Buildings, ASTM Standard "blank" is to be used for the material test for steel sheets. ANSA568 - Section A31, Specifications for Structural Steel Buildings
According to the Specifications for Structural Steel Buildings, the "blank" conducts the material tests for identification of the structural steel. ANSFabricator or Testing Laboratory - Section A31, Specifications for Structural Steel Buildings.
According to the Specifications for Structural Steel Buildings, which of the following steel members are allowed to be unidentified steel? ANSUnimportant members, where their physical properties and weldability would not affect the structure strength - Section A31b, Specifications for Structural Steel Buildings
According to the Code of Standard Practice for Steel Buildings and Bridges, how is steel of special material to be identified? ANSIt is marked by the supplier - Section 5.1.1, Code of Standard Practice for Steel Buildings and Bridges
According to the Code of Standard Practice for Steel Buildings and Bridges, how are fabricators stock steel material identified? ANSCertified mill test reports - Section 5.2.2 - Code of Standard Practice for Steel Buildings and Bridges
According to the Specification for Structural Steel Buildings, what ASTM Standard would apply to a sample for structural steel pipe? ANSA53 - Section A31a - Specification for Structural Steel Buildings
According to the Code of Standard Practice for Steel Buildings and Bridges, the number of samples required to be tested for structural steel is: ANSThe number specified by the ASTM specification - Section 5.1.1 - Code of Standard Practice for Steel Buildings and Bridges
According to the Specification for Structural Steel Buildings, which ASTM standard would apply to a sample for structural steel plates? ANSA36, A283, and A242 - Section A31a - Specification for Structural Steel Buildings
According to the Specification for Structural Steel Buildings, "blank" tests are required for samples for built-up sections consisting of plates over 2 inches in thickness. ANSCharpy V- notch testing - Section A31d, Specification for Structural Steel Buildings
According to the Specification for Structural Steel Buildings, ASTM standard "blank" would apply to a sample for structural steel bars. ANSA36, A529, and A572 - Specification for Structural Steel Buildings
Steel furnished for structural load-carrying purposes shall be properly : ANSIdentified - 2009 IBC, Section 2203.
Steel that is not readily identifiable as to grade by marking and test records shall be: ANStested - 2009 IBC, Section 2203.
Where materials or assemblies are required by this code to be labeled, such material and assemblies shall be labeled by: ANSAn approved agency - 2009 IBC, Section 1703.
According to the Specification for Structural Joints, it is important that all connected plies within the grip of a high-strength bolt be steel: ANSBecause compressible material would preclude the development of adequate bolt tension - Section 3.1 - Specification for Structural Joints
According to the Specification for Structural Joints, the raying surfaces of a joint must be "blank" for proper installation of a pretensioned high-strength bolt? ANScoated, uncoated, or galvanized - Section 3.2.1 - Specification for Structural Joints
According to the Specification for Structural Joints not fewer than "blank" complete fastener assemblies of each combination of diameter, length and grade are to be checked at the job site in the tension calibrator? ANSthree - Section 7.2 - Specification for Structural Joints
According to the Specification for Structural Joints, what type of high-strength bolted joint installations do not require tension calibrator tension verification tests? ANSSnug Tightened Joints - sections 7.1 & 8 - Specification for Structural Joints
According to the Specification for Structural Joints,the "blank" has the option of approving the use of oversized and slotted holes? ANSengineer of record - Sections 3.3.2, 3.3.3, and 3.3.4 - Specification for Structural Joints
According to the Specification for Structural Joints, what party is responsible for specifying the high-strength joint type to be used for bolt installation? ANSengineer of record - Section 4.0 - Specification for Structural Joints
According to the Specification for Structural Joints, which of the following is true regarding reuse of high-strength bolts? ANSA490 and galvanized A325 bolts shall not be reused - 2.3.3 - Specification for Structural Joints
According to the Specification for Structural Joints, how can high-strength bolts and nuts be identified on the job site? ANSBolt and nut markings - Figure C-2.1 - Specification for Structural Joints
According to the Specification for Structural Joints, where calibrated pretensioning is used, how often is the installation wrench to be calibrated by testing in a tension calibrator? ANSdaily - Section 8.2.2 - Specification for Structural Joints
According to the Specification for Structural Joints, what inspection task is unique to the twist- off type tension control bolt pretensioning? ANSchecking for severed splined bolt ends - Section 8.2.3 - Specification for Structural Joints
According to the Specification for Structural Joints, a direct tension indicator looks like: ANSA washer with arch-like protrusions on the bearing surface. - Section 8.2.4 and associated commentary - Specification for Structural Joints
According to the Specification for Structural Joints, when bolts are installed by the direct-tension indicator, they are verified for the correct tension by: ANSMeasuring the gap between the direct
tension indicator and the bolt head. - Section 8.2.4 and associated commentary - Specification for Structural Joints
According to the Specification for Structural Joints, the inspection task that is common to all of the allowable methods of pretensioning high-strength bolts is: ANSChecking the condition of the bolt and the washer from storage, Checking the markings on the bolts and washers, and Observing the required pre-installation testing for bolt tension. - Section 9 - Specification for Structural Joints
According to the Specification for Structural Joints, what is not included in the inspection for the snug tight method of installation? ANSClamping force from the bolt. - Section 9.1 - Specification for Structural Joints
According to the Specification for Structural Joints, what additional inspection is required for slip-critical joints? ANSChecking the condition of faying surfaces - Sections 3.2.2 and 9.3 - Specification for Structural Joints
What is the ASTM standard for high-strength bolts? ANSA325 and A490 - Glossary and Section 2.3.1 - Specification for Structural Joints
What is the ASTM Standard for high-strength nuts? ANSA563 - Section 2.4.1 - Specification for Structural Joints
What is the ASTM Standard for high-strength washers? ANSF436 - Section 2.5 - Specification for Structural Joints
What is the ASTM Standard for compressible washer-type direct tension indicators? ANSF959 - Section 2.6.1 - Specification for Structural Joints
ASTM A490 and galvanized ASTM A325 bolts: ANSShall not be reused - Section 2.3.3 - Specification for Structural Joints
Only as many fastener components as are anticipated to be installed during the work shift shall be taken from: ANSProtected storage - Section 2.2 - Specification for Structural Joints
When approved by the engineer of record, short-slotted holes are permitted "blank" of snug- tightened joints. ANSin any or all plies - Section 3.3.3 - Specification for Structural Joints
(true or false) Fastener components that accumulate rust or dirt may be incorporated into the work if they are requalified. ANSTrue - Section 2.2 - Specification for Structural Joints
Manufacturer certification documents for all fastener components used in the fastener assemblies shall be available to the "blank" prior to the assembly or erection of structural steel. ANSEngineer of Record and the Inspector - Section 2.1 - Specification for Structural Joints
According to the Code of Standard Practice for Steel Buildings and Bridges, "BLANK" is the tolerance on the length of a floor beam that is less than 30 feet long. ANS1/16 inch - Section 6.4.1 - Code of Standard Practice for Steel Buildings and Bridges
According to the Code of Standard Practice "BLANK" of the steel surface is required prior to shop painting. ANSWire Brushing - Section 6.5.2 - Code of Standard Practice for Steel Buildings and Bridges
According to the Code of Standard Practice for Steel Buildings and Bridges, the permitted method of applying shop paint is: ANSBrushing, Rolling, or spraying - Section 6.5.3 - Code of Standard Practice for Steel Buildings and Bridges
According to the Code of Standard Practice for Steel Buildings and Bridges, the "BLANK" is responsible for the temporary vertical and lateral supports necessary for the erection of the building framework. ANSSteel erection contractor - Section 7.10.3 - Code of Standard Practice for Steel Buildings and Bridges
Which section of the Code of Standard Practice for Steel Buildings and Bridges includes the permitted tolerances for detailed erection? ANSSection 7.13 - Code of Standard Practice for Steel Buildings and Bridges
According to the Code of Standard Practice for Steel Buildings and Bridges, "BLANK" are allowed in moderate amounts for correction of errors during steel framing erection. ANSdrift pins, grinding, and reaming. - Section 7.14 - Code of Standard Practice for Steel Buildings and Bridges
According to the Code of Standard Practice for Steel Buildings and Bridges, what types of openings for other trades are allowed to be cut in the structural steel? ANSOnly those openings shown on the contract document drawings and specifications. - Section 7.15 - Code of Standard Practice for Steel Buildings and Bridges
According to the AISC Steel Construction Manual, what should be done if grouting is delayed on a base plate supported by leveling nuts until after steel erection? ANSUse steel shims to support the base plate. Page 14-7, Part 14, AISC Steel Construction Manual
According to the AISC Steel Construction Manual, the recommended maximum size of anchor rod hole in a base plate for a 1 inch diameter anchor rod is "BLANK" inches. ANS1-13/ inches - Table 14-2, Part 14, AISC Steel Construction Manual
According to the AISC Steel Construction Manual, the minimum washer thickness for a base plate anchor rod 1 inch diameter is "BLANK" inches. ANS⅜ inch - Table 14-2, Part 14, AISC Steel Construction Manual
According to the Code of Standard Practice for Steel Buildings and Bridges, who is responsible for the accurate location and strength of the foundation piers for the base plates? ANSowners
designated representative for construction - Section 7.3 - Code of Standard Practice for Steel Buildings and Bridges
According to the Code of Standard Practice for Steel Buildings and Bridges, who is responsible for the correct setting of the anchor rods for the base plates? ANSowners designated representative for construction - Section 7.5.1 - owners designated representative for construction
What is the flange thickness of W14x730 ANS4-15/16 inch - AISC 1-20 Table 1-
What is the "d" dimension of a W14x730 ANS22-⅜ inch - AISC 1-20 Table 1-
What is the web thickness in inches of a C8x18.5? ANS½ inch - AISC 1-34 Table 1-
What is the design wall thickness of an HSS 5x4x1/2 inch? ANS.465 inch - AISC 1-84 Table 1- 11
Given a W-shape with a "d" dimension exceeding 12 inches, what is the flange out of square max dimension in inches? ANS5/16 inch - AISC 1-117 Table 1-
Where "BLANK" is used to achieve proper position and location of the structure, the magnitude, direction, and location of camber shall be specified in the structural drawings. ANScamber - AISC 16.1-143 Section L
Given a W-shape member with a 6 inch width flange and a length of 30 feet, what is the mill straightness tolerance? ANS.375 inch - AISC 1-117 Table 1-
The permissible length variation for a W14x730 column of less than 30 feet is :
COMMENT: Total length in feet divided by 10 and multiplied by ⅛ inch ANS½ inch - AISC 1- 117 Table 1-
If the column compression joint and base plate gap exceeds 1/16 inch, but less than ¼ inch and an engineering investigation shows that sufficient contact area does not exist, the gap shall be packed out with "BLANK"? ANSnon-tapered steel shims - AISC M5 16.1-149, M4 section 4
Steel bearing plates "BLANK" inches or less in thickness are permitted without milling. ANS inches - AISC 16.1-147, M2 Section 8 1
Steel bearing plates over 2 inches but not over 4 inches in thickness are permitted to be straightened by: ANSpressing - AISC 16.1-147, M2 8 1
Top surfaces of bearing plates need not be milled when "BLANK" are provided between the column and the bearing plate. ANScomplete joint penetration groove welds - AISC 16.1-147, M2 Section 8 3
Identification markings for high-strength bolts, nuts, and washers shall conform to "BLANK" standards specified in the approved construction documents. ANSASTM
Compressible-washer-type direct tension indicators shall meet the requirements of: ANSASTM
According to the Specification for Structural Joints, which of the following is the definition of a "Faying Surface"? ANSThe plane of contact between two plies of a joint
According to the Specification for Structural Joints, the "BLANK" is an allowed method for installing pretensioned bolted joints. ANSCalibrated wrench method
According to the Specification for Structural Joints, what method of installation is used for high- strength bolted connections when pretensioned joints are not required? ANSSnug tightened method
Given: a bolt length less than 4 times the bolt diameter where both faces of the joint are normal to the bolt axis. According to the Specification for Structural Joints, what is the required nut rotation beyond snug tight for the turn of the nut method of installation? ANS⅓ turn
According to the Specification for Structural Joints, the faying surfaces of "BLANK" joints are important in the performance of the joint when stressed. ANSslip critical
According to the Specification for Structural Joints, the nominal diameter of an oversized bolt hole for a 1 inch diameter bolt is "BLANK" inches. ANS1-¼ inches
According to the Specification for Structural Joints, what is the propose of tension calibrator testing of the method of bolt installation used on the job site? ANSTo verify the method of bolt installation has achieved the required bolt tension
The Specification for Structural Joints states "the tightness that is attained with a few impacts of an impact wrench or the full effort of an ironworker using an ordinary spud wrench to bring the plies into firm contact." This is the description of which method of high-strength bolt installation? ANSSnug tight
According to the Specification for Structural Joints, "BLANK" is the minimum bolt pretension required for an A325 bolt 1-¼ inch in diameter. ANS71 kips
According to the Specification for Structural Joints, where the turn of the nut method of bolt installation is used, how often is the special inspector to observe the work as it progresses? ANSPeriodically
Thermally cut surfaces shall be ground smooth for: ANSCyclically loaded joints
Fastener components that accumulate rust or dirt shall be incorporated into the work unless they are: ANSprequalified
Fully inserted finger shims between the faying surfaces of load-transmitting elements of bolted joints: ANSAre not considered a long slotted element of the joint
Washers "BLANK" required in snug-tightened joints, except as required in Section 6.1.1 and 6.1.2 of the Specification for Structural Joints ANSare not
When a slotted hole occur in "BLANK", an ASTM F436 washer or a 5/16 inch thick common plate washer shall be used to cover the hole. ANSan outer ply
A tension calibrator shall be used where bolts are to be installed in: ANSPretensioned joints
The accuracy of the tension calibrator shall be confirmed through calibration: ANSat least annually
A representative sample of not fewer than "BLANK" fasteners assemblies of each combination of diameter, length, and grade of bolt used in the work shall be checked at the site of installation to verify that the pretensioning method develops a pretension that is equal to or greater "BLANK" times than specified. ANSthree and 1.
The snug-tightened condition is the tightness that is attained with a few impacts of an impact wrench or: ANSThe full effort of an ironworker using an ordinary spud wrench
The minimum bolt pretension for a 1 ⅛ inch ASTM A325 HSB bolt is: ANS80 kips
Given: bolt length is more than 4 diameters but less than 8 diameters. One face of material is normal to the bolt axis; the other is sloped not more than 1:20. What is the required nut rotation? ANS⅔ turn
The pre-installation verification procedures specified in "BLANK" shall be performed daily for the calibration of the installation wrench. Torque values determined from tables or from "BLANK" that claim to relate torque to "BLANK" shall not be used. ANSSection 7; equations; pretension
When the turn of the nut pretensioning method is used for installation, the inspection shall be in accordance with which section of the Specification for Structural Joints? ANS9.2.
When the calibrated wrench pretensioning method is used for installation, the inspection shall be in accordance with which section of the Specification for Structural Joints? ANS9.2.
According to the Specification for Structural Steel Buildings, the type of drawings commonly used to verify the location of structural members and their connections are: ANSFabricators' shop and erection drawings
According to the Specification for Structural Steel Buildings. what fabrication process is to be used on column ends for a compression joint that depends on contact bearing for transfer of load? ANSmilled ends
