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For the building described in Problem 2.1, calculate the axial load acting on the column C . See Fig. P2.1. 2.1 The roof of a single-story storage building, shown in Fig. P2.1, is subjected to a uniformly distributed load of 0.96 kPa over its surface area. Determine the loads acting on the floor beam BE and the girder AC of the framing system. FIG. P2.1, P2.2

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Structural Analysis

6th Edition
KASSIMALI + 1 other
Publisher: Cengage,
ISBN: 9781337630931

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Section
BuyFindarrow_forward

Structural Analysis

6th Edition
KASSIMALI + 1 other
Publisher: Cengage,
ISBN: 9781337630931
Chapter 2, Problem 2P
Textbook Problem
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For the building described in Problem 2.1, calculate the axial load acting on the column C. See Fig. P2.1.

2.1 The roof of a single-story storage building, shown in Fig. P2.1, is subjected to a uniformly distributed load of 0.96 kPa over its surface area. Determine the loads acting on the floor beam BE and the girder AC of the framing system.

Chapter 2, Problem 2P, For the building described in Problem 2.1, calculate the axial load acting on the column C. See Fig.

FIG. P2.1, P2.2

To determine

Find the axial load acting on column C of the framing system.

Explanation of Solution

Given information:

Consider a single-storey storage building.

The building is subjected to uniformly distributed load of wUDL=0.96kPa.

Calculation:

Show the roof of the single-storey storage building as shown in Figure 1.

Refer Figure 1.

The columns are denoted by A, C, D, and F.

The floor beam is denoted by BE.

The girders are denoted by AC and DF.

Show the tributary area of the column C as shown in Figure 8.

Refer Figure 2.

The tributary area of the column C is denoted by the shaded area.

Calculate the tributary area of the column C (A3) as follows:

A3=4m×3m=12m2

Calculate the load (

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