An existing 7.3m wide single carriageway road with 0.5m wide verges (see Fig. 6.7) has a layout as indicated in Fig. 6.5. The length of the section of highway under examination isiokm (X to Y). The relevant angles are: A = 95° B = 75° C = 70 ° %3D There are a total of 24 access points and minor junctions along the length of the highway. Calculate the design speed. .5 m 5m X 7.3 m Activate Wi Figure 6.7 Cross-section of highway.
An existing 7.3m wide single carriageway road with 0.5m wide verges (see Fig. 6.7) has a layout as indicated in Fig. 6.5. The length of the section of highway under examination isiokm (X to Y). The relevant angles are: A = 95° B = 75° C = 70 ° %3D There are a total of 24 access points and minor junctions along the length of the highway. Calculate the design speed. .5 m 5m X 7.3 m Activate Wi Figure 6.7 Cross-section of highway.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:ain..
An existing 7.3m wide single carriageway road with 0.5m wide verges (see
Fig. 6.7) has a layout as indicated in Fig. 6.5. The length of the section of
highway under examination is1okm (X to Y). The relevant angles are:
A = 95°
B = 75°
C=70 °
There are a total of 24 access points and minor junctions along the length of
the highway.
Calculate the design speed.
.5 m
7.3 m
.5 m
Activate Winc
Figure 6.7 Cross-section of highway.
assignment 2JPG
Open file
assignment 1.JPG
Open file
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