The floor of an apartment building shown is subjected to a uniformlydistributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9Pa over its surface area. Determine the factored (ASD) axial load (kN) to becarried by the column at F.GirderFloor beamColumnHFHBIHM4 at 7.5 m = 30 mDLisE-I-2 at 12 m =24 m

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distributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9 kPa over its surface area. Determine the factored (ASD) axial load (kN) to be carried by the column at F. Girder O Floor beam Column 2 at 12 m = 24 m A H B L H M 4 at 7.5 m = 30 m D ks E H~ -Io

distributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9 kPa over its surface area. Determine the factored (ASD) axial load (kN) to be carried by the column at F. Girder O Floor beam Column 2 at 12 m = 24 m A H B L H M 4 at 7.5 m = 30 m D ks E H~ -Io

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

Floor Plan Details

Floor plans are the scale drawings that show the interplay of rooms, spaces, and physical objects. They are an integral part of the house plan. They let you see how people will move around the room. Floor plans determine the suitability of space for its intended use, work through any potential issues, and redesign before moving on to more comprehensive planning or constructing phases. It shows the different alternatives and perspectives related to the location and dimension of rooms, windows, doors, kitchen and all other things as per the requirement by the user. Many consultants give their own floor plans as reference to the clients for a better idea and to develop good floor plans.

Question

The floor of an apartment building shown is subjected to a uniformly
distributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9
Pa over its surface area. Determine the factored (ASD) axial load (kN) to be
carried by the column at F.
Girder
Floor beam
Column
H
FH
B
I
H
M
4 at 7.5 m = 30 m
D
Lis
E
-I-
2 at 12 m =
24 m

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DO NOT ROUND OFF IN BETWEEN SOLUTIONS.