Answered: P, = 25 psf C, = 1 C, =1 (heated…

P, = 25 psf C, = 1 C, =1 (heated structure) I, =1 (from Table 2.3 for nonessential building, risk category II) W = 20 ft 15.4 psf 10 = 35° 40 ft (a) (b) Balanced Snow Load FIG. 2.13

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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Question

Determine the design snow loads for the roof of the gabled frame of an apartment building shown in Fig. 2.13(a). The building is located in Chicago, Illinois, where the ground snow load is 25 psf. Because of several trees near the structure,assume the exposure factor is Ce =1.

P, = 25 psf
C, = 1
C, =1 (heated structure)
I, =1 (from Table 2.3 for nonessential building, risk category II)
W = 20 ft
15.4 psf
10 = 35°
40 ft
(a)
(b) Balanced Snow Load
FIG. 2.13

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