-Way on a major six-lane flexible pave ghway consists of trucks of type 1 and 2 with equivalency factors as follow: type1 truck 1000/day (2 way) type2truck 500/day (2 way) 24kips(single) 24Kips(Fandem) 12kips(single) Equiv. 3.22 0.450 0.010 factor 24kips(single) 3.22 12 kips(Tandem) 0.026 Performance penod-15 years, annual growth rate=4%, tirectional distributi percent -70%, design lane percent 80 %, required structural number ubgrade = 5.7, asphalt concrete surfacing layer coefficient (a=0.42), asphe oncrete base laver coefficient (1034) armial and call subbare lever coefficie

-Way on a major six-lane flexible pave ghway consists of trucks of type 1 and 2 with equivalency factors as follow: type1 truck 1000/day (2 way) type2truck 500/day (2 way) 24kips(single) 24Kips(Fandem) 12kips(single) Equiv. 3.22 0.450 0.010 factor 24kips(single) 3.22 12 kips(Tandem) 0.026 Performance penod-15 years, annual growth rate=4%, tirectional distributi percent -70%, design lane percent 80 %, required structural number ubgrade = 5.7, asphalt concrete surfacing layer coefficient (a=0.42), asphe oncrete base laver coefficient (1034) armial and call subbare lever coefficie

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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