3.Anexisting 6.0 m wide single carriageway road with 0.5m wide verges (see Fig. 1.1) has a layout as indicated in Fig. 1.2. The length of the section of highway under examination is 8 km (X to Y). The relevant angles are: A = 85° B = 55° C = 50° There are a total of 88 access points and minor junctions along the length of the highway. Calculate the design speed. 0.5m x 6.0 m 0.5m Figure 1.1 Cross-section of highway.

3.Anexisting 6.0 m wide single carriageway road with 0.5m wide verges (see Fig. 1.1) has a layout as indicated in Fig. 1.2. The length of the section of highway under examination is 8 km (X to Y). The relevant angles are: A = 85° B = 55° C = 50° There are a total of 88 access points and minor junctions along the length of the highway. Calculate the design speed. 0.5m x 6.0 m 0.5m Figure 1.1 Cross-section of highway.

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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