5. The beam shown is reinforced for positive moment with three epoxy-coated #11 bars. The bars terminate at the center of the supports. Neglecting beam weight (concentrated loads are very heavy), determine if the required development length is satisfied. Assume As required = 4.55in?, 2 in. clear cover on all sides of the longitudinal reinforcement, normal weight concrete, #3 stirrups @12 in o.c., f'c = 5000 psi and fy = 60,000 psi.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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5. The beam shown is reinforced for positive moment with three epoxy-coated #11
bars. The bars terminate at the center of the supports. Neglecting beam weight
(concentrated loads are very heavy), determine if the required development length
is satisfied. Assume As required = 4.55in?, 2 in. clear cover on all sides of the
longitudinal reinforcement, normal weight concrete, #3 stirrups @12 in o.c., f'c =
5000 psi and fy = 60,000 psi.
Transcribed Image Text:5. The beam shown is reinforced for positive moment with three epoxy-coated #11 bars. The bars terminate at the center of the supports. Neglecting beam weight (concentrated loads are very heavy), determine if the required development length is satisfied. Assume As required = 4.55in?, 2 in. clear cover on all sides of the longitudinal reinforcement, normal weight concrete, #3 stirrups @12 in o.c., f'c = 5000 psi and fy = 60,000 psi.
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