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Design of Steel Structures Multiple Choice Questions | MCQs | Quiz

Design of Steel Structures Interview Questions and Answers
Practice Design of Steel Structures questions and answers for interviews, campus placements, online tests, aptitude tests, quizzes and competitive exams.

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•   Steel Properties
•   Steel Types
•   Design Considerations
•   Limit State Method
•   Characteristic Loads
•   Earthquake Loads
•   Load Combinations
•   Analysis Assumptions
•   Riveted Connections
•   Bolted Connections - 1
•   Bolted Connections - 2
•   Bolted Connections - 3
•   Pin Connections
•   Simple Connections
•   Beam - Beam Connections
•   Beam & Column Splices
•   Welding Process
•   Welding Types & Properties
•   Weld Defects & Joint Types
•   Design Specifications
•   Welds Design
•   Tension Members & Types
•   Slenderness Ratio
•   Tension Members Behavior
•   Angles Under Tension
•   Lug Angles & Gusset Plate
•   Tension Members Design
•   Plastic Theory
•   Plastic Hinge
•   Plastic Collapse Load
•   Plastic Analysis Conditions
•   Plastic Collapse Theorem
•   Portal Frame Plastic Design
•   Plates Local Buckling
•   Sectional Classification
•   Possible Failure Modes
•   Compression Members
•   Sections Types
•   ↓ Compression Members ↓
•   Effective Length & Ratio
•   Slender Elastic Buckling
•   Lacings
•   Battens
•   Back - Back Connection
•   Members Design - 1
•   Members Design - 2
•   Beams Basics
•   Beam Types & Sections
•   Beams Lateral Stability
•   Lateral Torsional Buckling
•   Lateral Stability Factors
•   Real Beam Behavior
•   ↓ Design Strength ↓
•   Supported Beams - 1
•   Supported Beams - 2
•   Supported Beams - 3
•   Unsupported Beams - 1
•   Unsupported Beams - 2
•   Beams Shear Strength
•   Web Buckling & Crippling
•   Beams Deflection & Holes
•   Castellated Beams & Lintel
•   Purlins
•   Plate Girders
•   Flanges Proportioning
•   Shear Web Panel
•   Stiffeners
•   Gantry Girders

Best Reference Books

Design of Steel Structures Books
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Design of Steel Structures Questions and Answers – Design Strength of Laterally Supported Beams -I

Posted on January 3, 2018 by Manish

This set of Design of Steel Structures Multiple Choice Questions & Answers (MCQs) focuses on “Design Strength of Laterally Supported Beams – I”.

1. Which of the following aspects need not be considered for beam design?
a) deflection
b) material of beam
c) buckling
d) lateral supports
View Answer

Answer: b
Explanation: The important aspects which need to be considered for beam design are moments, shears, deflection, crippling, buckling, and lateral support.
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2. The design bending strength of laterally supported beams is governed by
a) torsion
b) bending
c) lateral torsional buckling
d) yield stress
View Answer

Answer: d
Explanation: The design bending strength of laterally supported beams is governed by yield stress and that of laterally unsupported beams is governed by lateral torsional buckling.

3. The web is susceptible to shear buckling when d/tw
a) <67ε
b) < 2×67ε
c) >67ε
d) < 70ε
View Answer

Answer: c
Explanation: For beams with plastic, compact, semi-compact flanges and slender web (d/tw > 67ε), the web is susceptible to shear buckling before yielding.

4. When there is no shear buckling,
a) Vp = Vn
b) Vp > Vn
c) Vp < Vn
d) Vp = 2Vn
View Answer

Answer: a
Explanation: When there is no shear buckling (d/tw ≤ 67ε), the nominal shear resistance Vn equals plastic shear strength Vp.
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5. Plastic shear resistance is given by
a) fy/√3
b) shear area x fy x √3
c) shear area x fy/√3
d) shear area / (fy/√3)
View Answer

Answer: c
Explanation: Plastic shear resistance is given by Vp = shear area x fy/√3.

6. The design shear strength is given by
a) Vn
b) Vn/γm0
c) Vn x γm0
d) γm0
View Answer

Answer: b
Explanation: The design shear strength is given by Vd = Vn/γm0 , where Vn= plastic shear resistance, γm0 = partial factor of safety.

7. The web area will be fully effective when shear force V
a) ≥ 0.6Vd
b) < 0.6Vd
c) ≤ 0.6Vd
d) >2×0.6Vd
View Answer

Answer: c
Explanation: When shear force V ≤ 0.6Vd, the web area will be fully effective and entire cross section of beam will be effective in resisting the moment.
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8. Which of the following is true about sections with high shear case V>0.6Vd ?
a) web area is ineffective
b) web area is fully effective
c) flanges will not resist moment
d) moment is not reduced
View Answer

Answer: a
Explanation: When shear exceed the limit V&gt0.6Vd, web area will be ineffective and only flanges will resist the moment. Because of this for high shear case, moment capacity of beam is reduced.

Sanfoundry Global Education & Learning Series – Design of Steel Structures.

To practice all areas of Design of Steel Structures, here is complete set of 1000+ Multiple Choice Questions and Answers.

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Design of Steel Structures Questions and Answers – Design Strength of Laterally Supported Beams – II »
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Manish Bhojasia
Manish Bhojasia, a technology veteran with 20+ years @ Cisco & Wipro, is Founder and CTO at Sanfoundry. He is Linux Kernel Developer & SAN Architect and is passionate about competency developments in these areas. He lives in Bangalore and delivers focused training sessions to IT professionals in Linux Kernel, Linux Debugging, Linux Device Drivers, Linux Networking, Linux Storage, Advanced C Programming, SAN Storage Technologies, SCSI Internals & Storage Protocols such as iSCSI & Fiber Channel. Stay connected with him @ LinkedIn | Facebook | Twitter

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