03 BRAE433 Ch 2 - Part I

03 BRAE433 Ch 2 - Part I - RC Design Research Paper...

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1 RC Design Ch 2 – Reinforced Concrete Beams and Slab ITRC Cal Poly Beams and Slabs Tension Steel Only. Part 1 Research Paper Reminder Reinforcement additives (fiberglass) Concrete ditch design Monolithic forms for irrigation structures Wind loads on buildings Seismic considerations for ag structures Concrete Pipe Temporary wood bridges Smal concrete bridge (less than 15 feet span) BRAE/ITRC Cal Poly Additives for modifying workability Slabs on grade Concrete roads Irrigation check structures (smal - not dams) Rol er compacted concrete dams Curing compounds Aggregate options - Lightweight ag applications Prestressed Concrete Canals - Canalettis Soil Compaction Long Crested Weirs Concrete tilt-up wal s Joints on large structures F h Lab 1 – Problem 3 BRAE/ITRC Cal Poly F = 1/2 γ h 2 or ½(w max )h acting at centroid M = F x lever arm = F x1/3h w max = γ h Bending Moments on a Beam Bending moments or flexure cause strains
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This note was uploaded on 11/18/2011 for the course BRAE 433 taught by Professor Styles during the Fall '10 term at Cal Poly.

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03 BRAE433 Ch 2 - Part I - RC Design Research Paper...

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