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  1. WiscEIT

    Inverted Pendulum vs Cantilever Column classification and application

    Hello All I am writing to seek clarification in ASCE 7 Inverted Pendulum Structures vs cantilever column systems and discuss/seek answers to questions on (2) real world scenario I am facing. Inverted Pendulum type Structures are defined in chapter 12.2.5.3. The commentary C12.2.5.3 states it...
  2. WiscEIT

    Heavy Distributed Load Steel Beam - Top Flange Bending Check?

    Hello everyone I have read several posts here regarding local flange bending due to concentrated load due to wheel loads on bottom flange. But I have not come across any discussion on Steel I Beam supporting precast planks or load Bearing walls (Lets say 10k/ft) My questions are 1) how do you...
  3. WiscEIT

    Concrete gravity only columns

    Hi Any ideas on how to achieve pin connection at the top of an interior column and rigid concrete beam? My intention is to have that interior column not to resist seismic lateral forces. I know you can never truly have actual pin connection in concrete members but for the practical purpose of...

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