The maximum presumptive bearing capacity value of bedrock provided by the International Building Code is
A) 12.0 ksf.
B) 18.0 ksf.
C) 16.5 ksf.
D) 15.0 ksf.
E) none of the above.
A) 12.0 ksf.
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PROBLEM 3.C1 Shaft AB consists of n homogeneous cylindrical elements, which can be solid or hollow. Its end A is fixed, while its end B is free, and it is subjected to the loading shown. The length of element i is denoted by its outer diameter by its inner diameter by its modulus of rigidity by and the torque applied to its right end by the magnitude of this torque being assumed to be positive if is counterclockwise from end B and negative otherwise. (Note that if the element is solid.) (a) Write a computer program that can be used to determine the maximum shearing stress in each element, the angle of twist of each element, and the angle of twist of the entire shaft. (b) Use this program to solve Probs. 3.35, 3.36, and 3.38.
