from picture 2 the properties of the column are:f'c = 20.7Mpafy = 414Mpadiameter of longitudinal bars = 28mm diamfind the ff:Nominal axial load for balanced sectioneccentricity from centroid for a balancedsectionnominal moment for a balanced sectionSelect the correct response:Pnb 959KN, eb = 328.6mm, Mnb =315.1KN-mb = 1235KN, eb = 386.4mm, Mnb =477.2KN-mb = 1235KN, eb = 328.6mm, Mnb =405.8KN-mPnb = 959KN, eb = 386.4mm, Mnb =370.6KN-mb=1358KN, eb = 328.6mm, Mnb =446.2KN-mPnb 1358KN, eb = 386.4mm, Mnb =524.7KN-mPnb 1630KN, eb = 328.6mm, Mnb =535KN-mPnb 1630KN, eb = 386.4mm, Mnb =630.1KN-m Picture 262.5mm600mm62.5mm350mmPn

Compression member is a structural member which is primarily subjected to axial compression. If…

Answered: 62.5mm 600mm 62.5mm 350mm Pn

Engineering

Civil Engineering

62.5mm 600mm 62.5mm 350mm Pn

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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

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