Traffic And Highway Engineering
5th Edition
ISBN: 9781133605157
Author: Garber, Nicholas J., Hoel, Lester A.
Publisher: Cengage Learning,
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Chapter 8, Problem 27P
To determine
Different methods by which freeway entrance ramps controlled. Advantages and disadvantages of each method by giving conditionsof each of them used.
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YOU HAVE SET YOUR LEVEL UP AND ARE UTILIZING CP-101 ELEVATION FOR YOUR BENCHMARK AND HAVE THE FOLLOWING READING:CP-101=6.02YOUR FORM ELEVATION READINGS ("ATTACHED")( BEGINNING AT THE NORTHEAST BUILDING CORNER)AND WORKING IN A CLOCKWISE DIRECTION CHECKING THE BUILDING CORNER FORMSARE AS FOLLOWS: (CALCULATE THE ELEVATIONS OF 1-6 BELOW)
1. NE COR. = 1.152. SE COR. = 1.153. SW COR. = 1.354. (N) SW COR. = 1.155. INTERIOR = 1.306. NW COR. = 1.15
a) A 14-ft. tall and12-ft.-8-in. long fully grouted reinforced masonry wall is constructed of 8-in.CMU. It is to be analyzed for out-of-plane loading. Construct thenP -nM curves for the wallwith the following three vertical reinforcement scenarios: (1) 10 No. 6 bars at 16 in. spacing,(2) 10 No. 5 bars at 16 in. spacing, and (3) 7 No. 4 bars at 24 in. spacing. The steel is Grade60 with a modulus of elasticity of 29,000 ksi, and the masonry has a compressive strength of2,000 psi. You may use Excel or Matlab to construct the curves. Also, show the maximumnPallowed by the code for each case.(b) For each of the above reinforcement scenarios, determine the maximum axial loads that arepermitted for the tension-controlled condition and transition condition.(c) Discuss how the amount of vertical reinforcement affects thenPn - Mn curve.
If you could help me answer these questions in matlab that would be great, I provided an additional picture detailing what the outcome should look like.
Chapter 8 Solutions
Traffic And Highway Engineering
Ch. 8 - Prob. 1PCh. 8 - Prob. 2PCh. 8 - Prob. 3PCh. 8 - Prob. 4PCh. 8 - Prob. 5PCh. 8 - Prob. 6PCh. 8 - Prob. 7PCh. 8 - Prob. 8PCh. 8 - Prob. 9PCh. 8 - Prob. 10P
Ch. 8 - Prob. 11PCh. 8 - Prob. 12PCh. 8 - Prob. 13PCh. 8 - Prob. 14PCh. 8 - Prob. 15PCh. 8 - Prob. 16PCh. 8 - Prob. 17PCh. 8 - Prob. 18PCh. 8 - Prob. 19PCh. 8 - Prob. 20PCh. 8 - Prob. 21PCh. 8 - Prob. 22PCh. 8 - Prob. 23PCh. 8 - Prob. 24PCh. 8 - Prob. 25PCh. 8 - Prob. 26PCh. 8 - Prob. 27PCh. 8 - Prob. 28P
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