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Department of Civil Engineering
CIVL 1101 - Assignment 5 Solution
set cell vertical height

"It's not that I'm so smart, it's just that I stay with problems longer." - Albert Einstein

  1. Determine the maximum elongation in a 100-foot steel cable if the maximum strain is 0.003 and the allowable tensile stress is 60,000 psi. Assume the modulus of elasticity of steel is E = 29,000,000 psi.


The controlling value for the area is that computed in Case 2 - the maximum elongation to prevent failure in stress or strain is  = 2.48 in.

  1. What is the average failure stress for 5 concrete specimens molded in 3" x 6" cylinders where the ultimate loads were 27,100 lbs, 28,500 lbs, 27,500 lbs, 28,100 lbs, and 27,800 lbs, respectively?



     
  2. If 2 cubic yards (yd3) of concrete are ordered for a project, estimate the weight of cement, fine aggregate, coarse aggregate, and water required for a 1:2:3 mix with a w/c = 0.4 (assume concrete weighs 150 lbs/ft3).


 

  1. Determine the amount of cement, fine aggregate, coarse aggregate, and water required to mix and construct five beams, each having the dimensions shown in the figure below. Include a "make-sure-you-have-enough" factor of 1.30 in your mix calculations. Assume a w/c ratio of 0.4 and a mix design of 1:2:2. Assume that concrete weighs 145 lbs/ft3. All weights should be reported in 0.05 lb. increments (just like in the lab).

 

  1. Rework Problem #4 to determine the amount of cement, fine aggregate, coarse aggregate, and water required to mix and construct two beams, each having the dimensions shown in the figure above, and five 3" x 6" cylinders. Include a "make-sure-you-have-enough" factor of 1.2 in your mix calculations. Assume a w/c ratio of 0.45 and a mix design of 1:3:2. Assume that concrete weighs 145 lbs/ft3. All weights should be reported in 0.05 lb. increments (just like in the lab).



This website was originally developed by Charles Camp for CIVL 1101.
This site is Maintained by the Department of Civil Engineering at the University of Memphis.
Your comments and questions are welcomed.

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