A vertical member primarily subjected to compression. a.Principal rafter b.Beam c.Column or posts d.Beam bearing plate 2. As per the AISC or NSCP, the effective length of a column fixed at both ends is a.0.65L b.0.80L c.0.85L d.L 3. Commonly used cross-sectional shapes for flexure members include: a.Channel shapes b.Equal leg angles c.HP shape d.W-, M-, and S- shapes 4. For a general cross-section, this corresponds to the axis about which the total area is equally divided. a.Center of gravity b.Elastic section modulus c.Neutral axis d.Plastic centroid 5. The compressive crushing of a beam web caused by the application of a compressive force to the flange directly above or below the web is called a.Local flange buckling b.Web crippling c.Web yielding d.Sidesway web buckling 6. The buckling of the web caused by the compressive force delivered through the flange is called * a.Local flange buckling b.Web crippling c.Web yielding d.Sidesway web buckling 7. In the absence of code regulations, the safety factor for the limit state of concrete crushing is: a.0.50 b.0.65 c.2 d.2.31
A vertical member primarily subjected to compression. a.Principal rafter b.Beam c.Column or posts d.Beam bearing plate 2. As per the AISC or NSCP, the effective length of a column fixed at both ends is a.0.65L b.0.80L c.0.85L d.L 3. Commonly used cross-sectional shapes for flexure members include: a.Channel shapes b.Equal leg angles c.HP shape d.W-, M-, and S- shapes 4. For a general cross-section, this corresponds to the axis about which the total area is equally divided. a.Center of gravity b.Elastic section modulus c.Neutral axis d.Plastic centroid 5. The compressive crushing of a beam web caused by the application of a compressive force to the flange directly above or below the web is called a.Local flange buckling b.Web crippling c.Web yielding d.Sidesway web buckling 6. The buckling of the web caused by the compressive force delivered through the flange is called * a.Local flange buckling b.Web crippling c.Web yielding d.Sidesway web buckling 7. In the absence of code regulations, the safety factor for the limit state of concrete crushing is: a.0.50 b.0.65 c.2 d.2.31
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
1. A vertical member primarily subjected to compression.
a.Principal rafter
b.Beam
c.Column or posts
d.Beam bearing plate
2. As per the AISC or NSCP, the effective length of a column fixed at both ends is
a.0.65L
b.0.80L
c.0.85L
d.L
3. Commonly used cross-sectional shapes for flexure members include:
a.Channel shapes
b.Equal leg angles
c.HP shape
d.W-, M-, and S- shapes
4. For a general cross-section, this corresponds to the axis about which the total area is equally divided.
a.Center of gravity
b.Elastic section modulus
c.Neutral axis
d.Plastic centroid
5. The compressive crushing of a beam web caused by the application of a compressive force to the flange directly above or below the web is called
a.Local flange buckling
b.Web crippling
c.Web yielding
d.Sidesway web buckling
6. The buckling of the web caused by the compressive force delivered through the flange is called *
a.Local flange buckling
b.Web crippling
c.Web yielding
d.Sidesway web buckling
7. In the absence of code regulations, the safety factor for the limit state of concrete crushing is:
a.0.50
b.0.65
c.2
d.2.31
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 2 steps
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning