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Steel Structures MCQs with Answers & Solutions — Page 3 | Civexa

Subjects / Steel Structures / MCQs

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Steel Structures MCQs with answers

171 free questions — page 3 of 4. Open one to see the correct answer and the full solution.

A simply supported beam with a span of 6 meters is subjected to a central point load. If the beam has a section modulus Z = 8000 mm³ and a yield…Plastic Analysis
The Rankine constant is inversely related to which of the following properties?Compression Members
Which type of column base is typically used for very large axial loads or when moment resistance is required?Column Bases
For a laterally unsupported beam, the moment capacity is primarily limited byDesign of Beams
During rebar testing, a failure in the gripping section of the specimen during tensile loading indicatesDesign of Tension Members
Intermediate vertical stiffeners in plate girders are provided toPlate Girders
The magnitude of the ultimate and yield strength of a 6.8 grade steel will be ________ respectively.Bolted Connections
Which of the following loads are NOT considered in the design of gantry girders?Industrial Roof Trusses
In the laterally unrestrained beams, lateral torsional buckling occurs due toDesign of Beams
In plate girders subjected to uniformly distributed load, the horizontal stiffeners are providedPlate Girders
A uniform section propped cantilever beam of span L and plastic moment carrying capacity Mp carries a concentrated load W at mid-span. The magnitude…Plastic Analysis
An angle ISA 75×75×6 is connected to a 5 mm thick gusset plate with the 16 mm diameter bolts. If the hole diameter is 16 mm and the allowable bearing…Bolted Connections
An I-section steel beam is connected to a steel column by means of two angles placed on two sides of the web of the beam. This type of connection is…Bolted Connections
In a T-section (flange width 400 mm, flange thickness 100 mm, web depth 500 mm, web width 100 mm, overall depth 600 mm). The distance of the…Plastic Analysis
Shape factor for the rectangular section isPlastic Analysis
In a fillet weld, the weakest section is theWelded Connections
Web crippling is caused byDesign of Beams
The Carbon Equivalent value is a crucial parameter evaluated when selecting structural steel for a heavy industrial shed. What primary property does…Welded Connections
Plastic hinges in ductile designPlastic Analysis
A compression member made of built-up I-sections connected by lacing bars should be designed forBuilt-up Columns
A steel column of length 3 m has an effective length factor of 0.65 and radius of gyration of 40 mm. Estimate the slenderness ratio.Compression Members
For a column with a non-symmetrical cross-section subjected to axial compression, the slenderness ratio governing buckling is based onCompression Members
A tension member of IS 800:2007 is made of a single angle ISA 75 × 75 × 6 mm (area = 866 mm2) with one leg connected to a gusset plate by 2 bolts of…Design of Tension Members
A simply supported steel beam of span 6 m carries a uniformly distributed load of 20 kN/m (factored). The steel yield strength fy = 250 MPa. Using…Design of Beams
Which of the following is not a factor in the design of tension members ?Design of Tension Members
Match the following lists : List I (Sections): P. Rolled section Q. Welded section R. Circular hollow section S. Hot rolled RHS List II (Limiting…Classification of Cross Sections
Consider the following statements regarding the lateral torsional buckling of symmetric sections : 1. The beam has no initial imperfections and its…Design of Beams
Which one of the following is NOT a difference between the behaviour of the beam-columns subject to the bending moment about minor axis to major axis…Compression Members
What is the minimum load factor for dead load as per IS 800:1984 ?Plastic Analysis
Match the following lists : List I (Members): P. A tension member in which a reversal of direct stress occurs due to loads other than wind or seismic…Design of Tension Members
Which one of the following is NOT a parameter for determining the strength of the column ?Compression Members
Consider the following modes regarding the failure of an axially loaded column : 1. Local buckling 2. Squashing 3. Joint buckling Which of the above…Compression Members
Match the following lists : List I (Types of beams with): P. Angles Q. Rolled I-sections R. Castellated beams S. Plate girders List II…Design of Beams
Which of the following is NOT a functional requirement of a girder ?Plate Girders
In practical design of steel structures, on the vertical walls, external pressure coefficient on windward wall isIndustrial Roof Trusses
Consider the following statements regarding the behavior of a column under a compression load : 1. The stress-strain properties do not remain…Compression Members
In the case of hot-rolled steel, residual stresses are primarily caused byCompression Members
Q.17 The maximum value of the radius of gyration is obtained if a materialCompression Members
Q.45 Based on the slenderness ratio, a steel column is found to be an intermediate column. The failure of such a column is visible as:Compression Members
Q.50 When designing steel structures, the effective length of battened compression members should beBuilt-up Columns
Q.55 Which of the following is NOT a disadvantage of using rods and bars as a tension member of steel structures?Design of Tension Members
What is the value of slope on the inside face of the flange for all the standard I-sections and channels sections of steel?Classification of Cross Sections
In case of staggered or zigzag riveting in the design of tension members of steel structures, the net cross-sectional area along the chains of rivets…Design of Tension Members
Which of the following sections is ideally suited for a compression member?Compression Members
With reference to lacings under compression members of steel structures, the width of the lacing flat for 20 mm of nominal diameter of rivet isBuilt-up Columns
If a compression member of a steel structure is effectively held in position and restrained against rotation at both the ends, then which of the…Compression Members
In a fillet welded connection of steel structures, the sides containing the right angle of the fillet are calledWelded Connections
The design criterion for laterally supported steel beams with respect to crippling recommends that the maximum permissible bearing stress should NOT…Design of Beams
In case of welded connection in steel structures, during welding, a defect is caused by coating of the parent metal with a foreign matter and because…Welded Connections
Which of the following assumptions is NOT valid in case of design of axially loaded compression members in the steel design?Compression Members

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