Axial Dead Load =444 KNAxial Live Load=641 KNMoment about the X-axis due to Dead Loadon the top of the column = 170 kN-mMoment about the Y-axis due to Dead Loadon the top of the column = 132 kN-mMoment about the X-axis due to Live Loadon the top of the column = 172 kN-mMoment about the Y-axis due to Live Loadon the top of the column = 143 kN-mMoment about the X-axis due to Dead Loadon the bottom of the column = 153 kN-mMoment about the Y-axis due to Dead Loadon the bottom of the column = 177 kN-mMoment about the X-axis due to Live Loadon the bottom of the column = 161 kN-mMoment about the Y-axis due to Live Loadon the bottom of the column = 233 kN-mIf the end moments results to the columnhaving a singular curve for both axes, andthe column is not subjected to anytransverse loads, calculate the eccentricity(using the design moment) of the load alongthe X-axis in mm. A concrete rectangular column withdimensions A= 343 mm and B= 575 mm(See figure below) is braced against sidesway. The column is to be fixed on bothends for bending about the Y-axis and to bepinned on both ends for bending about theX-axis. The unsupported length is 7.99meters. Use f'c-33.76 MPa. Reinforcementsare along "B" only.BLThe column is subjected to the followingservice loads:AO

As per our company guidelines we are supposed to answer only first 3 sub-parts. Kindly repost other…

A concrete rectangular column with dimensions A= 343 mm and B= 575 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 7.99 meters. Use f'c-33.76 MPa. Reinforcements are along "B" only. B L The column is subjected to the following service loads:

A concrete rectangular column with dimensions A= 343 mm and B= 575 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 7.99 meters. Use f'c-33.76 MPa. Reinforcements are along "B" only. B L The column is subjected to the following service loads:

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

Length and Length related Variables

Length can de defined as the measurement or extent of physical quantities or objects from one terminal to another terminal. Stone age humans used finger length, step length, and so on to measure the size or displacement of an object. Nowadays, depending on how precise the measurement requires to be and the object’s size is measured, we use measuring devices for measurements like rulers and steel tape. Most people have used a ruler or tape measure to measure a particular distance or the size of an object. For more precise measurements of tiny objects, the development of measurement tools such as the Vernier caliper, which permits us to measure dimensions within 1/1000 of an inch. In the last few decades, electronic distance measuring instruments (EDMI) have been implemented that permit us to measure distances from a few feet to many miles with reasonable accuracy.

Question

Axial Dead Load =444 KN
Axial Live Load=641 KN
Moment about the X-axis due to Dead Load
on the top of the column = 170 kN-m
Moment about the Y-axis due to Dead Load
on the top of the column = 132 kN-m
Moment about the X-axis due to Live Load
on the top of the column = 172 kN-m
Moment about the Y-axis due to Live Load
on the top of the column = 143 kN-m
Moment about the X-axis due to Dead Load
on the bottom of the column = 153 kN-m
Moment about the Y-axis due to Dead Load
on the bottom of the column = 177 kN-m
Moment about the X-axis due to Live Load
on the bottom of the column = 161 kN-m
Moment about the Y-axis due to Live Load
on the bottom of the column = 233 kN-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, calculate the eccentricity
(using the design moment) of the load along
the X-axis in mm.

A concrete rectangular column with
dimensions A= 343 mm and B= 575 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 7.99
meters. Use f'c-33.76 MPa. Reinforcements
are along "B" only.
B
L
The column is subjected to the following
service loads:
A
O

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