"If we knew what it was we were doing, it would not be called research, would
it?" -
Albert Einstein (1879 - 1955)
Objective
The purpose of this assignment is twofold: first, to continue to develop your
engineering spreadsheet skills; and second, to develop a complete analysis tool
for your reinforced concrete beam project. Basically, this spreadsheet will
combine your work from the ACI mix design (Assignment
#6) and rectangular reinforced concrete beam (Assignment
#7) with an estimate of the reinforced beam cost to predict a cost-adjusted
strength-to-weight ratio (ASWR).
Part 1: Compute the Adjusted SWR for each beam from the
Week 1 data. Average the results for each beam type (the set of beams with
no reinforcement, 1 rebar, 2 rebar and 3 rebars) and plot the average ASWR as a function of the number of reinforcing bars.
Part 2: Develop a spreadsheet to predict the
ASWR of a
rectangular reinforced concrete beams in bending without considering shear
reinforcement in the beam weight or beam cost. Use the spreadsheet to predict
the ASWR for the reinforced concrete beam displayed in the sample interface sheets.
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Input parameters should include: the height and length of the
beam, the amount of reinforcement material (both tension and shear), the compressive strength of the
concrete, the yield stress of the reinforcement, the unit weight of the
concrete, the minimum concrete cover for the reinforcement, the minimum
spacing between rebars, and the shear reinforcement spacing.
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From these inputs, you should compute the minimum width of the beam
b,
the depth to the center of the reinforcement d, the area of steel
in tension As, the area of steel is shear Av, the b1
constant, The height of the Whitney stress block a, and depth to the neutral
axis c, the c/d, the predicted strength in tension,
shear, and compress, the weight of the beam, the
SWR, the cost of a single beam, and the ASWR.
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In addition, check to see if the reinforcement yields before
the concrete crushes (see
class
notes) and that the reinforcing bars fit into the proposed beam.
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Compute the cost of the reinforced concrete beam on the
"ACI Mix" sheet of your workbook. Values
for the concrete compressive strength, the dimensions of the beam, and the
volume of steel are available from the "Rectangular Beam Analysis"
sheet.
Use your
spreadsheet to predict the ASWR for the following reinforced concrete
beam:
Concrete mix criteria: f'c = 6,000 psi, 3 to 4 inches
of slump; 0.375 inch maximum aggregate size; use the values for coarse and fine
aggregate material parameters given in the "ACI Mix" sheet shown above; and
assume that the unit weight of concrete is 150 lb/ft3.
Beam criteria: L = 30 in., h = 6 in., fy
= 60,000 psi, As = two #3 bars in tension, concrete cover
= 1.0 in., bar spacing of 1 in., and one #3 U-shaped rebar spaced at 3 in. for shear reinforcement.
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