Given the framing plan for the third floor of a residential building, estimate the total service load acting on the beams AB, GH and JL due to the floor live load and dead load. Sketch the distribution of the floor load based on the tributary area, and the resulting colum loads that it will contribute. Use the recommended factored live load and dead load based on the NSCP. The floor dea loads is set to 6 kPa. G KI- 8m ↑ 1 E H 8 m $ FI H- T 3 m 3 m 4 m

Given the framing plan for the third floor of a residential building, estimate the total service load acting on the beams AB, GH and JL due to the floor live load and dead load. Sketch the distribution of the floor load based on the tributary area, and the resulting colum loads that it will contribute. Use the recommended factored live load and dead load based on the NSCP. The floor dea loads is set to 6 kPa. G KI- 8m ↑ 1 E H 8 m $ FI H- T 3 m 3 m 4 m

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

Layout and Design

The layout is the process of marking all the building components on the land from the prepared plan. The layout of construction includes transferring the whole plan of foundations, boundaries of the structure, centerline of the wall, and all other important structural parts on the ground along with the length and width so that the components of buildings can be excavated properly. Designing is the process of establishing the concept of the building on paper in a properly engineered manner.

Question

Given the framing plan for the third floor of a residential building, estimate the total
service load acting on the beams AB, GH and JL due to the floor live load and dead load.
Sketch the distribution of the floor load based on the tributary area, and the resulting column
loads that it will contribute.
Use the recommended factored live load and dead load based on the NSCP. The floor dead
loads is set to 6 kPa.
D
G
X
H
8 m
t
1
I
B
E
H
8 m
Î
t
F
-I¹
3 m
3 m
4 m

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