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

-
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).


-
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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