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ALASKA RESIDENTIAL CONTRACTOR ENDORSEMENT EXAM 100% CORRECT VERIFIED ANSWERS GRADED A+, Exams of Organization and Business Administration

University of Phoenix (UOPX)Organization and Business Administration

ALASKA RESIDENTIAL CONTRACTOR ENDORSEMENT EXAM 100% CORRECT VERIFIED ANSWERS GRADED A+ THE ABILITY OF A MATERIAL TO DEFORM PLASTICALLY AND TO ABSORB ENERGY PRIOR TO FRACTURE IS KNOW AS TOUGHNESS

Typology: Exams

2024/2025

Available from 03/03/2025

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ALASKA RESIDENTIAL
CONTRACTOR ENDORSEMENT
EXAM 100% CORRECT
VERIFIED ANSWERS GRADED
A+
THE ABILITY OF A MATERIAL TO DEFORM PLASTICALLY AND TO ABSORB ENERGY PRIOR TO
FRACTURE IS KNOW AS
TOUGHNESS
WHICH OF THE FOLLOWING REFERS TO THE CAPABILITY OF THE STRUCTURAL SYSTEM FOR
TRANSMITTING VARIOUS LOADING SAFELY TO THE GROUND
STABILITY
A '' '' BOND WILL ENSURE THE CONTRACTOR THAT WINS THE PROJECT WILL PUT INTO
ACTION THE CONTRACT AT THE BID PRICE AND PROCEED FORWARD ACCORDINGLY
BID BOND
STRUCTURAL ANALYSIS MUST BE PERFORMED THOUGH TESTING ON THE ACTUAL
STRUCTURE
FALSE DOSENT HAVE TO BE ONSITE
A STRUCTURAL INSPECTION SHOULD BE PERFORMED BY THE RESIDENTIAL CONTRACTOR
WHEN NECESSARY
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ALASKA RESIDENTIAL

CONTRACTOR ENDORSEMENT

EXAM 100% CORRECT

VERIFIED ANSWERS GRADED

A+

THE ABILITY OF A MATERIAL TO DEFORM PLASTICALLY AND TO ABSORB ENERGY PRIOR TO

FRACTURE IS KNOW AS

TOUGHNESS

WHICH OF THE FOLLOWING REFERS TO THE CAPABILITY OF THE STRUCTURAL SYSTEM FOR

TRANSMITTING VARIOUS LOADING SAFELY TO THE GROUND

STABILITY

A '' '' BOND WILL ENSURE THE CONTRACTOR THAT WINS THE PROJECT WILL PUT INTO

ACTION THE CONTRACT AT THE BID PRICE AND PROCEED FORWARD ACCORDINGLY

BID BOND

STRUCTURAL ANALYSIS MUST BE PERFORMED THOUGH TESTING ON THE ACTUAL

STRUCTURE

FALSE DOSENT HAVE TO BE ONSITE

A STRUCTURAL INSPECTION SHOULD BE PERFORMED BY THE RESIDENTIAL CONTRACTOR

WHEN NECESSARY

FALSE ONLY THE ENGINEER CAN MAKE A OPINION

LOADS ARE THE FORCES THAT RESULT FROM

BUILDING MATERIALS

OCCUPANCY

ENVIRONMENTAL EFFECTS

DIFFERENTIAL MOVEMENT

DIMENSIONAL CHANGES

DEAD LOADS MAY INCLUDE

WALLS

FLOORS

ROOFS

CEILINGS

FINISHES

PRETTY MUCH EVERYTHING THAT DOESN'T MOVE IN HOME

LIVE LOADS ARE

OCCUPANCY, NOTHING TO DO WITH THE OUTSIDE WEATHER

WHICH OF THESE HELPS TO PROTECT A CONSTRUCTION PROJECT FROM CERTAIN KINDS OF

PROPERTY DAMAGES

BUILDERS RISK INSURANCE

A BEAM CARRIES LOADS

HORIZONTALLY

CONNECTIONS OF BEAM AND COLUMNS MAY BE IN THE CATEGORIES

ROLLER

PINNED

FIXED

BEARING WALL SYSTEMS

BUILDING FRAME SYSTEMS IMPLEMENT A COMPLETE THREE DIMENSIONAL SPACE FRAME

FOR SUPPORTING " " LOADS

LATERAL AND VERTICAL

SEISMIC DESIGN CATEGORY " " CORRESPONDS TO BUILDING IN AREAS WERE EXPECTED.

GROUND SHAKING IS QUITE MINOR.

A

THE PERCENTAGE OF LUMBER USED FOR FRAMING THAT IS TYPICALLY WASTED IS AROUND

I PRESSURE ON A WALL GENERALLY CONSIST OF

THE LATERAL PRESSURE OF THE SOIL HOME BY THE WALL

THE PRESSURE OF WATER BEHIND THE WALL

THE LATERAL PARTIAL FROM ANY SURCHARGE ON THE SOIL BEHIND THE WALL

THE PRIMARY DESIGN STANDARD FOR WIND LOAD CALCULATION IS

ASCE 7- 02

WIND LOADING IS PRIMARILY DETERMINED BASED ON

CRITICAL WIND CONDITIONS FOR A REGION

WHICH OF THE FOLLOWING ARE THE VALID SURFACE ROUGHNESS CATEGORIES?

EXPOSURE A B C D E

WHICH OF THE FOLLOWING SURFACE ROUGHNESS CATEGORIES AS POINTS TO URBAN

SOUTHERN AREAS, WOODED AREAS OR OTHER TERRAIN WITH NUMEROUS CLOSELY

SPACED OBSTRUCTION HAVING THE SIZE OF SINGLE-FAMILY DWELLING OR LARGER

EXPOSURE B

WHICH OF THESE CAN SHOW ALL OF THE ACTIVITIES THAT HAVE TO BE COMPLETE IN

ORDER FOR A PROJECT TO BE COMPLETED

WORK BREAKDOWN STRUCTURE

BASEMENT WALLS IN WHICH HORIZONTAL MOVEMENT HAS TO BE RESTRICTED AT THE

TOP SHOULD BE DESIGNED FOR

AT - REST PRESSURE

RETAINING WALLS THAT ARE FREE TO MOVE AND ROTATE AT THE TOP SHOULD BE

DESIGNED FOR

ACTIVE PRESSURE

WALKWAYS SHOULD BE SEPARATED FROM THE INTERIOR OF THE BUILDING BY FIRE-

BARRIER WALLS THAT HAVE A FIRE RESISTANT RATING OF NO LESS THAN " " HOURS

" " OF SOIL MOISTURE CAN CAUSE THE FOUNDATION TO SETTLE

LOSS

EXPANSIVE SOIL CAN CAUSE THE LIFTING OF A BUILDING DURING PERIODS OF " "

MOISTURE

HIGH

GENERALLY, SOIL WITH PLASTICITY INDEX OF " " OR GREATER SHOULD BE CONSIDERED AS

EXPENSIVE

MATTING AND PLANTING ARE USEFUL AGAINST

EROSION

THE MINIMUM RECOMMENDED SLOPE FOR A STANDARD INSTALLATION OF SHAKES IS

4:12 OR GREATER

THE SOIL LOCATED DIRECTLY UNDER A FOOTING OR FOUNDATION OVER, LIES A LAYER OF

SOIL THAT HAS SMALLER, ALLOWABLE, BEARING VALUE

THE SMALLER VALUE SHOULD BE USED FOR DETERMINING THE LOAD THAT CAN BE

ALLOWED

FLOW TIME IS ABOUT

FLEXIBILITY

WHICH OF THESE CAN BE USED TO KEEP TRACK OF SUBMITTAL PROCESS TO ANYONE

ASSOCIATED WITH THE CONSTRUCTION PROJECT

EXPEDITING LOG

ACI 318-08 IS THE AUTHORITY IN

CONCRETE

WHICH OF THESE CAN BE USED TO KEEP TRACK OF SUBMITTALS

SUBMITTAL REGISTER

WHICH OF THE FOLLOWING MAY BE USED FOR CONCRETE INSULATION

ICF PANELS

A RETENTION IS THE SAME AS CONSTRUCTION LINE

FALSE

WHICH OF THE FOLLOWING REFERS TO THE PROCESS IN WHICH CONCRETE IS PROTECTED

FROM LOSS OF MOISTURE, AND KEPT WITHIN A TEMPERATURE RANGE?

CURING

IN A TYPICAL RESIDENTIAL PROJECT, IT IS THE ". " THAT AWARDS THE CERTIFICATE OF

SUBSTANTIAL COMPLETION

ARCHITECT

COMPRESSIVE STRENGTH OF CONCRETE IS USUALLY MEASURED IN

PSI

WHICH OF THE FOLLOWING REFERS TO THE VOLUME OF FRESHLY MIX CONCRETE FROM

UNKNOWN QUANTITY OF INGREDIENTS

CONCRETE YIELD

THE BASIS FOR CALCULATING THE VOLUME OF READY MIX CONCRETE IS DESCRIBED IN

WHICH ASTM SPECIFICATIONS

C

AN ADDENDA MAY BE ADDED, ONLY AFTER THE PROJECT HAS BEEN AWARDED

FALSE

PRE-STRESSING TENDONS WORK BY

PRODUCING A COMPRESSIVE STRESS TO BALANCE THE TENSILE STRESS

GENERALLY, AFTER 90 DAYS, THE AVERAGE CONCRETE SHRINKAGE IS

WHICH OF THE FOLLOWING CONDITIONS CAN IMPROVE THE QUALITY OF THE FRESHLY

MIX CONCRETE?

SCALING USUALLY HAPPENS WHEN

NON-AIR - ENTRAINED CONCRETE IS USED

AN ISOLATED JOINT

IS AN EXPANSION JOINT

MINIMIZES CRACKING

ALLOWS MOVEMENT OF THE SLAB

WHAT STRUCTURAL MEMBERS SUPPORT, COLUMNS, AND WALLS BY DISTRIBUTING LOADS

TO THE SOIL

FOOTINGS

WHICH FORM NEEDS TO BE COMPLETED WITHIN THREE DAYS OF A HIRE FOR THE US

CUSTOMS, AN IMMIGRATION SERVICE

TRADITIONAL FOOTINGS

OFFERS A SINGLE POINT OF CONTACT WITH THE FOUNDATION

FORMWORK

IS TEMPORARY

WHAT REFERS TO THE STABLE COLLOIDAL SUSPENSION OF POWERED CEMENT BENTONITE

ADDITIVES AND OTHER SIMILAR MATERIALS IN WATER

GROUT

WITH PLAIN MASONRY

TENSILE RESISTANCE IS TAKEN IN CONSIDERATION

THE EFFECTS OF STRESSES AND REINFORCEMENT ARE TOTALLY NEGLECTED

A CAVITY WALL MAY BE BUILT OFF

MASONRY UNIT

CONCRETE IN A

ARE YOU DRY STACKED SURFACE BONDED WALL?

HAS BOTH SIDES OF THE WALL COATED USING THE SURFACE BONDING MORTAR

A PARAPET WALL SIMPLY REFERS TO THE PART OF ANY WALL THAT IS ENTIRELY". " THE

ROOF LINE

ABOVE

WITH A MASONRY VENEER WALL BRICKMASON MASONRY IS USUALLY

DECORATIVE