1. Design Moment for bending about y-axis, kN-m.2. Eccentricity (using the design moment) of the load along the y-axis, mm 3. Eccentricity (using the design moment) of the load along the x-axis, mm The column is subjected to thefollowing service loads:Axial Dead Load = 400 KNAxial Live Load=650 kNMoment about the X-axis due toDead Load on the top of thecolumn = 151 kN-mMoment about the Y-axis due toDead Load on the top of thecolumn = 138 kN-mMoment about the X-axis due toLive Load on the top of the column= 165 kN-mMoment about the Y-axis due toLive Load on the top of the column= 140 kN-mMoment about the X-axis due toDead Load on the bottom of thecolumn = 140 kN-mMoment about the Y-axis due toDead Load on the bottom of thecolumn 131 kN-m=Moment about the X-axis due toLive Load on the bottom of thecolumn 162 kN-mMoment about the Y-axis due toLive Load on the bottom of thecolumn= 144kN-mIf the end moments results to thecolumn having a singular curve forboth axes, and the column is notsubjected to any transverse loads,determine the following: A concrete rectangular columnwith dimensions A= 420mm andB= 580 mm (See figure below) isbraced against side sway. Thecolumn is to be fixed on both endsfor bending about the Y-axis and tobe pinned on both ends forbending about the X-axis. Theunsupported length is 7.7 meters.Use f'c-35 MPa. Reinforcementsare along "B" only.BYOOOO

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Answered: 1. Design Moment for bending about…

1. Design Moment for bending about y-axis, kN-m. 2. Eccentricity (using the design moment) of the load along the y-axis, mm 3. Eccentricity (using the design moment) of the load along the x-axis, mm

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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Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

1. Design Moment for bending about y-axis, kN-m. 2. Eccentricity (using the design moment) of the load along the y-axis, mm 3. Eccentricity (using the design moment) of the load along the x-axis, mm

The column is subjected to the
following service loads:
Axial Dead Load = 400 KN
Axial Live Load=650 kN
Moment about the X-axis due to
Dead Load on the top of the
column = 151 kN-m
Moment about the Y-axis due to
Dead Load on the top of the
column = 138 kN-m
Moment about the X-axis due to
Live Load on the top of the column
= 165 kN-m
Moment about the Y-axis due to
Live Load on the top of the column
= 140 kN-m
Moment about the X-axis due to
Dead Load on the bottom of the
column = 140 kN-m
Moment about the Y-axis due to
Dead Load on the bottom of the
column 131 kN-m
=
Moment about the X-axis due to
Live Load on the bottom of the
column 162 kN-m
Moment about the Y-axis due to
Live Load on the bottom of the
column= 144kN-m
If the end moments results to the
column having a singular curve for
both axes, and the column is not
subjected to any transverse loads,
determine the following:

A concrete rectangular column
with dimensions A= 420mm and
B= 580 mm (See figure below) is
braced against side sway. The
column is to be fixed on both ends
for bending about the Y-axis and to
be pinned on both ends for
bending about the X-axis. The
unsupported length is 7.7 meters.
Use f'c-35 MPa. Reinforcements
are along "B" only.
B
Y
O
O
O
O

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