12.000 m 1600 m- Transport Costs (m3 /$) Effective Transport Distances (m) mj= Vx 1 l= 160 m2= Vx 2 1= 840 m3= Vx 3 13= 1260 mp= 3000
12.000 m 1600 m- Transport Costs (m3 /$) Effective Transport Distances (m) mj= Vx 1 l= 160 m2= Vx 2 1= 840 m3= Vx 3 13= 1260 mp= 3000
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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In the diagram of masses with a single peak given in the figure, draw quadratic transport lines and the total transport Calculate the cost. The transportation vehicles to be used on the construction site are T1, T2 and T3, transportation costs and effective transportation distances given in the table.
V value=9511
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