D = 2,500 lb/ft (excluding self weight) L = 2,500 lb/ft 12 ft-
Sustainable Energy
2nd Edition
ISBN:9781337551663
Author:DUNLAP, Richard A.
Publisher:DUNLAP, Richard A.
Chapter18: Energy Storage
Section: Chapter Questions
Problem 4P
Question
Design the cantilever rectangular reinforced beam shown in the figure. Provide a maximum of #8 size
bars, in two rows if necessary; f ’c = 3,000 lbf/in2, f y = 50,000 lbf/in2. Sketch the design. Include the self-
weight of the reinforced concrete beam. Apply Load Combination 2 only. Comply your design with the
ACI specifications for beams (see slides 28-32 of lecture ‘L07 - Concrete Flexion I’. Explain why the re-
inforcement steel has to be laid at the top and not at the bottom. Exploit the instructor spreadsheet calcula-
tor posted in D2L to speed up the numerical calculations.
bars, in two rows if necessary; f ’c = 3,000 lbf/in2, f y = 50,000 lbf/in2. Sketch the design. Include the self-
weight of the reinforced concrete beam. Apply Load Combination 2 only. Comply your design with the
ACI specifications for beams (see slides 28-32 of lecture ‘L07 - Concrete Flexion I’. Explain why the re-
inforcement steel has to be laid at the top and not at the bottom. Exploit the instructor spreadsheet calcula-
tor posted in D2L to speed up the numerical calculations.
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