Structural Design Specifications MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Structural Design Specifications, a fundamental topic in the field of Civil Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Structural Design Specifications MCQs are designed to help you grasp the core concepts and excel in solving problems.

In this section, you'll find a wide range of Structural Design Specifications mcq questions that explore various aspects of Structural Design Specifications problems. Each MCQ is crafted to challenge your understanding of Structural Design Specifications principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Civil Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Structural Design Specifications MCQs are your pathway to success in mastering this essential Civil Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Structural Design Specifications. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

So, are you ready to put your Structural Design Specifications knowledge to the test? Let's get started with our carefully curated MCQs!

Structural Design Specifications MCQs | Page 7 of 15

Q61.
For rolled I-beams and channels, permissible tensile and compressive stresses does not exceed
Discuss
Answer: (c).1650 kg/cm²
Q62.
In compression members, the lap length of a bar should not be less than
Discuss
Answer: (d).24 φ
Discuss
Answer: (d).All the above.
Discuss
Answer: (d).all the above.
Q65.
The anchorage value of standard U-type hook of a reinforcing bar of diameter d in tension, is
Discuss
Answer: (d).16 d
Q66.
A simply supported beam shall be deemed to be a deep beam if the ratio of its effective span to overall depth, is
Discuss
Answer: (a).2.0
Q67.
For concreting of heavily reinforced sections without vibration, the workability of concrete should be
Discuss
Answer: (d).high.
Q68.
All reinforcement should be free from
Discuss
Answer: (d).all the above.
Q69.
The permissible bending stresses Pbet for steel slab bases should not exceed
Discuss
Answer: (a).1500 kg/cm²
Discuss
Answer: (d).All the above.