62.5mm 600mm 62.5mm 350mm Pn
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![from picture 2 the properties of the column are:
f'c = 20.7Mpa
fy = 414Mpa
diameter of longitudinal bars = 28mm diam
find the ff:
Nominal axial load for balanced section
eccentricity from centroid for a balanced
section
nominal moment for a balanced section
Select the correct response:
Pnb 959KN, eb = 328.6mm, Mnb =
315.1KN-m
b = 1235KN, eb = 386.4mm, Mnb =
477.2KN-m
b = 1235KN, eb = 328.6mm, Mnb =
405.8KN-m
Pnb = 959KN, eb = 386.4mm, Mnb =
370.6KN-m
b=1358KN, eb = 328.6mm, Mnb =
446.2KN-m
Pnb 1358KN, eb = 386.4mm, Mnb =
524.7KN-m
Pnb 1630KN, eb = 328.6mm, Mnb =
535KN-m
Pnb 1630KN, eb = 386.4mm, Mnb =
630.1KN-m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb183eedb-cc0d-448c-9fc1-f909b8a7096a%2F8cb9f911-d8a4-421a-b9ec-6ee1e711bc54%2Fg7sqnfp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:from picture 2 the properties of the column are:
f'c = 20.7Mpa
fy = 414Mpa
diameter of longitudinal bars = 28mm diam
find the ff:
Nominal axial load for balanced section
eccentricity from centroid for a balanced
section
nominal moment for a balanced section
Select the correct response:
Pnb 959KN, eb = 328.6mm, Mnb =
315.1KN-m
b = 1235KN, eb = 386.4mm, Mnb =
477.2KN-m
b = 1235KN, eb = 328.6mm, Mnb =
405.8KN-m
Pnb = 959KN, eb = 386.4mm, Mnb =
370.6KN-m
b=1358KN, eb = 328.6mm, Mnb =
446.2KN-m
Pnb 1358KN, eb = 386.4mm, Mnb =
524.7KN-m
Pnb 1630KN, eb = 328.6mm, Mnb =
535KN-m
Pnb 1630KN, eb = 386.4mm, Mnb =
630.1KN-m
![Picture 2
62.5mm
600mm
62.5mm
350mm
Pn](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb183eedb-cc0d-448c-9fc1-f909b8a7096a%2F8cb9f911-d8a4-421a-b9ec-6ee1e711bc54%2Fisujil_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Picture 2
62.5mm
600mm
62.5mm
350mm
Pn
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