16 ft 2-51. The roof rafters of Figure 2-122 are supported by a partition that runs down the center of the building. The total load is 80 lb/ft of sloped rafter length. Determine the horizontal thrust that each rafter will exert at the top of an outer wall if the central load-bearing partition is accidentally removed. 16 ft B 12 Figure 2-122 Gable with central support.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3.the roof rafters of figure 2-122 are supported by a partition that runs down the center of the building . the total load is 80lb/ft of sloped rafter length .determine the horizontal thrust that each rafter will exert at the top outer  wall if the central load-bearing partition is accidentally removed 

94 CHAPTER 2
ingil
A
16 ft
8m
30°
20 ft
Figure 2-121
16 ft
B
8 m
2-51. The roof rafters of Figure 2-122 are supported by a partition
that runs down the center of the building. The total load is
80 lb/ft of sloped rafter length. Determine the horizontal
thrust that each rafter will exert at the top of an outer wall if
the central load-bearing partition is accidentally removed.
12
B
5
12
6 m
6 m
Figure 2-121M
2-51M. The roof rafters of Figure 2-122M are supported by a partition
that runs down the center of the building. The snow load is
3.6 kN/m of horizontal projection, and the dead load is 2.4 kN/m
COUT OF SURVE
is eff-Sup
Figure 2-122 Gable with central support.
Figure 2-122M Gablowi
2M3J809
Transcribed Image Text:94 CHAPTER 2 ingil A 16 ft 8m 30° 20 ft Figure 2-121 16 ft B 8 m 2-51. The roof rafters of Figure 2-122 are supported by a partition that runs down the center of the building. The total load is 80 lb/ft of sloped rafter length. Determine the horizontal thrust that each rafter will exert at the top of an outer wall if the central load-bearing partition is accidentally removed. 12 B 5 12 6 m 6 m Figure 2-121M 2-51M. The roof rafters of Figure 2-122M are supported by a partition that runs down the center of the building. The snow load is 3.6 kN/m of horizontal projection, and the dead load is 2.4 kN/m COUT OF SURVE is eff-Sup Figure 2-122 Gable with central support. Figure 2-122M Gablowi 2M3J809
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