Ce 413 Lecture 02 Reliability

Reliability

Tributary Area - Gravity Loads: Dead, Live, Snow.

Was doing good on the free stuff I've got this that's good enough so that's from

Strain Limits - Reinforcement Requirements - Strength reduction factor (φ)

Tributary Area Example - Intro to Gravity Loads.

... inches now a couple of things over here on the Left we know that we have 4 ksi concrete and after

Oh yeah okay so let's just start off and draw out some tributary areas now remind me we had girders C

CE 413

Strains in R.C. Beams & Strength Reduction Factors - Min. Steel Requirements & Example Calculations.

Okay now the other item to discuss is course operation which in other words how do we have Facebook how do we have

Fortunately homework number three is really short like it's only two

ACI Methods for Nominal Moment Capacity Calculations - Misc. Requirements for R.C. Beams According to ACI.

Is so we have our live load deflection which is 0.5 1/

Reinforcement Ratios & Their Role in Design - Step-by-Step Procedures for Design of Singly-Reinforced R.C. Beams.

Effective Moments of Inertia - Instantaneous Deflections.

Continuation of R.C. Beam Design Example - Design of R.C. Beams With a Given Cross-Section.