Homework # 8 - b. The shear reinforcement and spacing, and...

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1 CIVL 4080 Concrete Design Spring 2010 Home Work #8 Assigned: April 9 th Due: April 15 th 1. The beam shown below is subjected to a uniform service (unfactored) dead load of 1000 lb/ft (excluding self weight) and a concentrated service (unfactored) live load of 10 kips. Using ACI specifications, design the following for the section: a. The tensile reinforcement,
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Unformatted text preview: b. The shear reinforcement and spacing, and c. The termination points and development length for the tensile reinforcement for both positive and negative moment. Use design equations only (do not use the chart to determine the theoretical cut-off points). Given: c f = 4000 psi, normal weight concrete y f = 40,000 psi...
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