Structural Analysis Questions and Answers – Moment Distribution for Frames

This set of Structural Analysis Multiple Choice Questions & Answers (MCQs) focuses on “Moment Distribution for Frames”. 1. Calculate distribution factor member OA for the shown figure. a) b) 0 c) d) 2. Calculate distribution factor member OC for the shown figure. a) b) c) d) 3. Calculate distribution factor member OB for the shown … Read more

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Structural Analysis Questions and Answers – Stiffness-Factor Modifications

This set of Structural Analysis Multiple Choice Questions & Answers (MCQs) focuses on “Stiffness-Factor Modifications”. 1. When a structural member of the uniform section is subjected to a moment at one end only, then the moment required so as to rotate that end to produce a unit slope, is called _____ a) Resistance of member … Read more

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Structural Analysis Questions and Answers – Moment Distribution for Beams

This set of Structural Analysis Multiple Choice Questions & Answers (MCQs) focuses on “Moment Distribution for Beams”. 1. Moment Distribution Method is applicable to the determinate and indeterminate structure. a) True b) False 2. Carryover Moment is defined as ______ a) The moment applied at one end to cause unit slope at the support b) … Read more

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Structural Analysis Questions and Answers – DKI and DSI – III

This set of Structural Analysis Problems focuses on “DKI and DSI-III”. 1. Which of the following is the correct equation for DSI of a truss? a) b + r – 2J b) b + r + 2J c) b – r – 2J d) b – r – 2J 2. Which of the following is … Read more

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Structural Analysis Questions and Answers – DKI and DSI – II

This set of Structural Analysis Multiple Choice Questions & Answers (MCQs) focuses on “DKI and DSI – II”. 1. A and D are pin supports, B is roller support and C is an internal roller. How many extra equations are there? a) 1 b) 2 c) 3 d) 4 2. A and D are pin … Read more

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Structural Analysis Questions and Answers – DKI and DSI – I

This set of Structural Analysis Multiple Choice Questions & Answers (MCQs) focuses on “DKI and DSI – I”. 1. Which of the following loads are not carried by a beam? a) axial load b) shear load c) bending load d) flexural load 2. Which of the following is carried by truss members? a) axial load … Read more

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Structural Analysis Questions and Answers – Analysis of Frames : Sidesway-II

This set of Structural Analysis Assessment Questions and Answers focuses on “Analysis of Frames : Sidesway-II”. AB = 12m, BC = 15m, CD = 18m Load of 40 kN is acting at joint B as shown. EI is constant throughout the frame. All force options are given in KN and all moment options are given … Read more

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Structural Analysis Questions and Answers – Analysis of Frames : Sidesway-I

This set of Structural Analysis Multiple Choice Questions & Answers (MCQs) focuses on “Analysis of Frames : Sidesway-I”. AB = 12m, BC = 15m, CD = 18m Load of 40 kN is acting at joint B as shown. EI is constant throughout the frame. All force options are given in KN and all moment options … Read more

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Structural Analysis Questions and Answers – Analysis of Frames : No Sidesway-IV

This set of Basic Structural Analysis Questions and Answers focuses on “Analysis of Frames : No Sidesway-IV”. AB = BC = CD = 20m All moment options are given in KN/m and all rotations in rad. EI is constant. 1. How many deflection unknowns will be there in this case for which we would need … Read more

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Structural Analysis Questions and Answers – Analysis of Frames : No Sidesway-III

This set of Structural Analysis Questions and Answers for Aptitude test focuses on “Analysis of Frames : No Sidesway-III”. A and C are fixed supports. M acts at point B in clockwise direction. AB = BC = L. EI is constant throughout the frame. 1. What will be the value of Mba? a) M/4 b) … Read more

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Manish Bhojasia - Founder & CTO at Sanfoundry
Manish Bhojasia, a technology veteran with 20+ years @ Cisco & Wipro, is Founder and CTO at Sanfoundry. He lives in Bangalore, and focuses on development of Linux Kernel, SAN Technologies, Advanced C, Data Structures & Alogrithms. Stay connected with him at LinkedIn.

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