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  1. C

    AASHTO Wind

    I'm a little confused by the last paragraph of AASHTO 3.8.1.2.1, which states "The total wind loading shall not be taken less than .... 0.30 klf on beam or girder spans". Does this correspond to the base pressure (V=100mph) and should it be adjusted for higher wind velocities? Would this govern...
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    Afternoon - Code Reference

    Any suggestions for how detailed to get with code references for the afternoon essay problems? Do you need to write code sections, tables, equation numbers down? Or just provide a more general reference? I know that any assumptions you make must be clearly stated. I'm taking Lateral next...
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    MODAL RESPONSE ANALYSIS FOR SEISMIC

    IS ANYONE GIVING MUCH TIME, THOUGHT AND STUDY EFFORT TO MODAL RESPONSE ANALYSIS (ASCE 12.9)? I CAN'T REALLY SEE HOW THEY'D EXPECT US TO DO MUCH (OTHER THAN MAYBE ONE MULTIPLE CHOICE QUESTION IN THE AM). I'M TAKING THE SE IN OCTOBER - GOOD LUCK TO EVERYONE OUT THERE.
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    Prohibited Items

    Quick Question: I'm taking the Civil PE on Friday: Regarding prohibited items: Food + Drink: Does this mean we can't even sip from a bottle of water during the exam? All these calculations make me thirsty. Also, we are allowed to keep a packed lunch in our bag correct? Cell phones: Can we...
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