BRAE
Ch 2 - Part 3

• Notes
• 13

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Step wise procedure (given loading conditions) Min h = length/20 Solve Mu Assume d = h – cover – db/2 Solve kbar = Mu/( φ bd^2) Find ρ from Table, Check Є t Solve As, Find steel that will work, Can be close to value Check actual ρ from Table Check Є t BRAE/ITRC Cal Poly value, Check actual from Table, Check Check spacing rules Select temp reinforcement Design sketch

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11 BRAE/ITRC Cal Poly Concrete Bridge BRAE/ITRC Cal Poly
12 BRAE/ITRC Cal Poly Possible Exam Questions Problem format: a) Known beam size load P and uniform load a) Known beam size, load P and uniform load given, Check φ M n against ACI code with M u b) Known load P and w factored load for design moment strength, find a beam (or slab thickness) size and combination of steel bars that will work given a depth constraint...AND BE THE MOST ECONOMICAL BRAE/ITRC Cal Poly

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13 End BRAE/ITRC Cal Poly
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• Fall '10
• STYLES
• Second moment of area, Rebar, BRAE/ITRC Cal Poly

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