Disclaimer:
This
document does not claim any originality and cannot be used as a substitute for
prescribed textbooks. I would like to acknowledge various sources like freely
available materials from internet particularly NPTEL/ SWAYAM course material
from which the lecture note was prepared. The ownership of the information lies
with the respective authors or institutions. Further, this document is not
intended to be used for commercial purpose and the BlogSpot owner is not
accountable for any issues, legal or otherwise, arising out of use of this
document.
This open resource is a collection of academic
course of under graduation program for B. Tech (Civil Engineering) and M. Tech
as per the syllabus of Dr. B.A.T University, Lonere, Raigad (m.s), India
prepared by Dr. Mohd. Zameeruddin, Associate Professor, at MGM's
College of Engineering, Nanded for use in the out-of-class activity.
The content covers both theoretical and analytical studies. There are six
lessons as part of this document, and each deals with an aspect related to
Design of Concrete Structures.
Module 1: Basic Aspects of Structural Design
Module 2: Design of Beams and Slabs [WSM]
Module 3: Design of Columns, Footing and Stairs
[WSM]
Module 4: Introduction to Limit State Approach
Module 5: Limit State of Collapse (Flexure)
Module 6: Limit States of Collapse (Shear and Bond)
1. As per IS456, which of the following is
considered as standard concrete?
A. M25-M55
B. M60-M85
C. M10-M20
D. M25-M80
Answer: (A)
2.
As per IS456, which of the following is considered as high strength concrete?
A.
M25-M55
B.
M60-M85
C.
M10-M20
D.
M25-M80
Answer: (B)
3.
The unit weight of RC members can be assumed as
A.
23 kN/m3
B.
24.5 kN/m3
C.
24 kN/m3
D.
25 kN/m3
Answer: (D)
4. The tensile strength of concrete is
A.
0.5√fck
B.
0.65√fck
C.
0.7√fck
D.
0.75√fck
Answer: (C)
Working Stress Method
Limit State Method
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