Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Civil engineeringarrow_forwardA six-lane highway (3 lanes in each direction) is to be designed to replace an existing highway. The present AADT in one direction is 6000 and is expected to grow at 3% per year. The design life is 30 years and the vehicle mix is: Passenger cars (2000 lb/axle) = 60% 2-axle single unit trucks (6000 lb/axle) = 30% 3-axle single unit trucks (12000 lb/axle) = 10% 1) Determine the design ESAL using the AASHTO method. Exclude passenger cars. Assume SN = 4 and pt = 2.5. 2) Determine the design ESAL using CALTRANS method. Exclude passenger cars. Compare and comment on the result obtained from Problem 1. Calculate the Traffic Index using Caltrans Method. 3)arrow_forwardAn axle weight study on a section of highway gave the following data on axle load distribution. Determine the truck factor for this section of highway. Assume SN = 4 and pt = 2.5. Axle Load Group:Single (1,000 lb) No. of Axles per1,000 Vehicles Axle LoadGroup: Tandem (1,000 lb) No. of Axles per1,000 Vehicles 4 686 4 18 6 753 10 242 10 495 16 175 14 152 22 122 18 62 28 151 20 41 32 67 22 7 34 31 24 4 36 12 26 3 38 4 40 1 truck factor =arrow_forward
- The 10-Mg truck hauls the 20-Mg trailer. If the unit starts from rest on a level road with a tractive force of 20 kN between the driving wheels of the truck and the road, compute the tension T in the horizontal drawbar and the acceleration a of the rig. 20 Mg 0.0 10 Mg ✪arrow_forwardQuestion 3 Let Ld be the development length of plain bars in tension without bundling. What will be the development length of deformed bars under compression having 3 bars bundled together? Assume dia. of each bar 25 mm.arrow_forwardAnswer PROBLEM 5 ONLY. THANK YOU!!!!arrow_forward
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