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ICC ||Bolting ||questions ||with ||answers
|| According ||to ||the ||IBC, ||the ||"blank" ||is ||to ||hire ||the ||special || inspector. ||- ||CORRECT ||ANSWER(S)✔✔owner ||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. ||- ||CORRECT ||ANSWER(S)✔✔code || official. || 2009 ||IBC, ||Section ||1704. According ||to ||the ||IBC, ||discrepancy ||corrections ||are ||made || known ||to ||the ||building ||official ||by: ||- ||CORRECT || ANSWER(S)✔✔final ||report. || 2009 ||IBC, ||Section1704.1. When ||is ||the ||code ||official ||to ||be ||made ||aware ||of ||a || discrepancy ||found ||during ||a ||special ||inspection? ||- || CORRECT ||ANSWER(S)✔✔If ||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: ||- ||CORRECT ||ANSWER(S)✔✔In ||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: ||- ||CORRECT ||ANSWER(S)✔✔After ||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? ||- ||CORRECT || ANSWER(S)✔✔Description ||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? ||- ||CORRECT ||ANSWER(S)✔✔1/16 ||inch ||- || Specification ||for ||Structural ||Joints ||Table ||3. Discrepancies ||in ||the ||work ||shall ||be ||brought ||to ||the || immediate ||attention ||of ||the ||"blank" ||for ||corrective ||action. ||- ||CORRECT ||ANSWER(S)✔✔the ||contractor ||- || 2009 ||IBC, || Section ||1704.1.2. The ||special ||inspector ||shall ||furnish ||inspection ||reports ||to || the ||"blank" ||and ||to ||the ||"blank"? ||- ||CORRECT || ANSWER(S)✔✔Building ||Official ||and ||Registered ||Design || professional
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? ||- ||CORRECT || ANSWER(S)✔✔Unimportant ||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? ||- ||CORRECT ||ANSWER(S)✔✔It ||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? ||- ||CORRECT ||ANSWER(S)✔✔Certified || 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? ||- ||CORRECT ||ANSWER(S)✔✔A
||- ||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: ||- ||CORRECT || ANSWER(S)✔✔The ||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? ||- ||CORRECT || ANSWER(S)✔✔A36, ||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. ||- ||CORRECT ||ANSWER(S)✔✔Charpy ||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. ||- ||CORRECT ||
Where ||required ||by ||the ||code, ||the ||building ||owner ||shall || employ ||a ||registered ||design ||professional ||to ||perform: ||- || CORRECT ||ANSWER(S)✔✔Structural ||Observation ||- || 2009 || IBC, ||Section ||1709. According ||to ||the ||Specification ||for ||Structural ||Joints, ||how || does ||the ||special ||inspector ||verify ||the ||bolts, ||nuts, ||and || washers ||meet ||the ||requirements ||of ||A325 ||or ||A490 || specifications? ||- ||CORRECT ||ANSWER(S)✔✔Manufacturer ||certification ||- ||Section ||2.1 ||- ||Specification ||for ||Structural || Joints According ||to ||the ||Specification ||for ||Structural ||Joints, ||how || are ||the ||high-strength ||bolts, ||nuts, ||and ||washers ||to ||be || stored ||at ||the ||job ||site? ||- ||CORRECT ||ANSWER(S)✔✔In ||a || protected ||shelter ||in ||closed ||containers ||- ||Section ||2.2 ||- || Specification ||for ||Structural ||Joints According ||to ||the ||Specification ||for ||Structural ||Joints, ||how || does ||the ||special ||inspector ||determine ||the ||type ||of ||high- strength ||bolts ||that ||are ||to ||be ||used ||for ||a ||project ||or || particular ||bolt ||joints? ||- ||CORRECT ||ANSWER(S)✔✔The || engineer ||of ||record's ||project ||drawings ||- ||Secton ||2.3.1 ||- || Specification ||for ||Structural ||Joints According ||to ||the ||Specification ||for ||Structural ||Joints, ||what || is ||the ||minimum ||high-strength ||bolt ||extension ||from ||the ||
outer ||face ||of ||the ||nut ||after ||installation? ||- ||CORRECT || ANSWER(S)✔✔flush ||- ||Section ||2.3.2 ||- ||Specification ||for || Structural ||Joints According ||to ||the ||Specification ||for ||Structural ||Joints, ||for || snug ||tightened ||joints, ||washers ||are ||required ||only ||for || which ||of ||the ||following ||conditions? ||- ||CORRECT || ANSWER(S)✔✔When ||a ||slotted ||hole ||occurs ||in ||the ||outer || ply ||of ||the ||joint ||and/or ||when ||the ||outer ||face ||of ||a ||joint ||has ||a ||slope ||greater ||than ||1:20 ||- ||Section ||6.1 ||- ||Specification ||for || Structural ||Joints According ||to ||the ||Specification ||for ||Structural ||Joints, ||for || pretensioned ||and ||slip ||critical ||joints, ||which ||of ||the || following ||conditions ||require ||washers ||in ||the ||high-strength ||bolted ||connection? ||- ||CORRECT || ANSWER(S)✔✔Calibrated ||wrench ||pretensioning, || Oversized ||or ||slotted ||hole ||in ||the ||outer ||ply ||of ||the || connection, ||or ||Twist-off ||type ||tension ||control ||bolt. ||- || Section ||6.2 ||- ||Specification ||for ||Structural ||Joints. According ||to ||the ||Specification ||for ||Structural ||Joints, || where ||compressible ||washer ||type ||direct ||tension || indicators ||are ||used, ||the ||"blank" ||is ||responsible ||for || providing ||detailed ||installation ||instructions? ||- ||CORRECT || ANSWER(S)✔✔compressible ||washer ||manufacturer ||- || Section ||2.6 ||- ||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? ||- || CORRECT ||ANSWER(S)✔✔Snug ||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? ||- ||CORRECT ||ANSWER(S)✔✔engineer || 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? ||- ||CORRECT || ANSWER(S)✔✔engineer ||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? ||- ||CORRECT ||ANSWER(S)✔✔A490 ||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? ||- ||CORRECT ||ANSWER(S)✔✔Bolt ||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? ||- ||CORRECT ||ANSWER(S)✔✔daily ||- || 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? ||- ||CORRECT || ANSWER(S)✔✔checking ||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: ||- ||CORRECT || ANSWER(S)✔✔A ||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: ||- ||CORRECT || ANSWER(S)✔✔Measuring ||the ||gap ||between ||the ||direct || tension ||indicator ||and ||the ||bolt ||head. ||- ||Section ||8.2.4 ||and ||
What ||is ||the ||ASTM ||Standard ||for ||high-strength ||nuts? ||- || CORRECT ||ANSWER(S)✔✔A563 ||- ||Section ||2.4.1 ||- || Specification ||for ||Structural ||Joints What ||is ||the ||ASTM ||Standard ||for ||high-strength ||washers? ||- || CORRECT ||ANSWER(S)✔✔F436 ||- ||Section ||2.5 ||- || Specification ||for ||Structural ||Joints What ||is ||the ||ASTM ||Standard ||for ||compressible ||washer- type ||direct ||tension ||indicators? ||- ||CORRECT || ANSWER(S)✔✔F959 ||- ||Section ||2.6.1 ||- ||Specification ||for || Structural ||Joints ASTM ||A490 ||and ||galvanized ||ASTM ||A325 ||bolts: ||- || CORRECT ||ANSWER(S)✔✔Shall ||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: ||- || CORRECT ||ANSWER(S)✔✔Protected ||storage ||- ||Section ||2. ||- ||Specification ||for ||Structural ||Joints When ||approved ||by ||the ||engineer ||of ||record, ||short-slotted || holes ||are ||permitted ||"blank" ||of ||snug-tightened ||joints. ||- ||
CORRECT ||ANSWER(S)✔✔in ||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. ||- ||CORRECT ||ANSWER(S)✔✔True ||- ||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. ||- ||CORRECT ||ANSWER(S)✔✔Engineer || of ||Record ||and ||the ||Inspector ||- ||Section ||2.1 ||- ||Specification || for ||Structural ||Joints When ||approved ||by ||the ||engineer ||of ||record, ||black ||"blank" || high-strength ||bolts ||are ||permitted ||to ||be ||reused. ||- || CORRECT ||ANSWER(S)✔✔ASTM ||A325 ||- ||Section ||2.3.3 ||- || Specification ||for ||Structural ||Joints Heavy-Hex ||nuts ||shall ||meet ||the ||requirements ||of: ||- || CORRECT ||ANSWER(S)✔✔A563 ||- ||Section ||2.4.1 ||- || Specification ||for ||Structural ||Joints
The ||slope ||of ||the ||surfaces ||of ||a ||part ||in ||contact ||with ||the || bolt ||head ||and ||nut ||shall ||be ||equal ||to ||or ||less ||than ||"blank" || with ||respect ||to ||a ||plane ||that ||is ||normal ||to ||the ||bolt ||axis. ||- || CORRECT ||ANSWER(S)✔✔1:20 ||- ||Section ||3.1 ||- || Specification ||for ||Structural ||Joints Compressible ||material ||shall ||not ||be ||placed ||"blank" ||of ||the || high-strength ||bolt. ||- ||CORRECT ||ANSWER(S)✔✔within ||the ||grip ||- ||Section ||3.1 ||- ||Specification ||for ||Structural ||Joints Faying ||surfaces ||and ||surfaces ||adjacent ||to ||the ||bolt ||head || and ||the ||nut ||shall ||be: ||- ||CORRECT ||ANSWER(S)✔✔Free ||of || dirt ||and ||other ||foreign ||material ||- ||Section ||3.2 ||- || Specification ||for ||Structural ||Joints In ||slip-critical ||joints, ||galvanizing ||faying ||surfaces ||shall ||be || roughened ||by ||means ||of: ||- ||CORRECT ||ANSWER(S)✔✔hand ||wire ||brushing ||- ||Section ||3.2.2( ||C ||) ||- ||Specification ||for || Structural ||Joints Thermally ||cut ||bolt ||holes ||shall ||be ||permitted ||if ||approved || by ||the: ||- ||CORRECT ||ANSWER(S)✔✔Engineer ||of ||Record ||- || Section ||3.3 ||- ||Specification ||for ||Structural ||Joints According ||to ||the ||Code ||of ||Standard ||Practice ||for ||Steel || Buildings ||and ||Bridges, ||what ||party ||is ||to ||review ||the ||
fabricators ||shop ||and ||erection ||drawings? ||- ||CORRECT || ANSWER(S)✔✔Owner's ||representatives ||for ||design ||and || construction ||- ||Section ||4.4 ||-Code ||of ||Standard ||Practice ||for || Steel ||Buildings ||and ||Bridges According ||to ||the ||Code ||of ||Standard ||Practice ||for ||Steel || Buildings ||and ||Bridges, ||the ||"BLANK" ||must ||be ||approved || before ||the ||fabrication ||of ||the ||structural ||steel ||begins. ||- || CORRECT ||ANSWER(S)✔✔shop ||and ||erection ||drawings ||- || Section ||4.4.1 ||- ||Code ||of ||Standard ||Practice ||for ||Steel || Buildings ||and ||Bridges 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. ||- || CORRECT ||ANSWER(S)✔✔1/16 ||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. ||- || CORRECT ||ANSWER(S)✔✔Wire ||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 ||
trades ||are ||allowed ||to ||be ||cut ||in ||the ||structural ||steel? ||- || CORRECT ||ANSWER(S)✔✔Only ||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? ||- || CORRECT ||ANSWER(S)✔✔Use ||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. ||- ||CORRECT ||ANSWER(S)✔✔1-13/16 ||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. ||- ||CORRECT || ANSWER(S)✔✔⅜ ||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? ||- ||CORRECT ||ANSWER(S)✔✔owners || 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? ||- || CORRECT ||ANSWER(S)✔✔owners ||designated || representative ||for ||construction ||- ||Section ||7.5.1 ||- ||owners || designated ||representative ||for ||construction What ||is ||the ||flange ||thickness ||of ||W14x730 ||- ||CORRECT || ANSWER(S)✔✔4-15/16 ||inch ||- ||AISC ||1-20 ||Table ||1- What ||is ||the ||"d" ||dimension ||of ||a ||W14x730 ||- ||CORRECT || ANSWER(S)✔✔22-⅜ ||inch ||- ||AISC ||1-20 ||Table ||1- What ||is ||the ||web ||thickness ||in ||inches ||of ||a ||C8x18.5? ||- || CORRECT ||ANSWER(S)✔✔½ ||inch ||- ||AISC ||1-34 ||Table ||1- What ||is ||the ||design ||wall ||thickness ||of ||an ||HSS ||5x4x1/2 || inch? ||- ||CORRECT ||ANSWER(S)✔✔.465 ||inch ||- ||AISC ||1-84 || Table ||1-
