Friday, October 9, 2009

Re: StructuralPedia - Main Wind Force vs C&C Wind Force

Gary,

Thanks for the feedback!

- Jeremy

Quoting "Gary L. Hodgson and Assoc." <design@hodgsoneng.ca>:

> Jeremy,
> You might want highlight the "log in" a little better. It took me a
> couple of minutes to spot it, but that is the problem with old eyes.
> Gary
>
> Jeremy White wrote:
>> For anyone who may be interested I have summarized the Main Wind
>> Force vs C&C Wind Force discussion as an entry on StructuralPedia.
>>
>> http://structuralpedia.com/index.php?title=Main_Wind_Force_vs_C%26C_Wind_Force Feel free to add to it or modify it as
>> necessary.
>>
>> One question I came up with when creating this is: Can a pilaster
>> be part of a masonry shear wall? Are pilasters typically part of
>> the shear wall? Usually you put a joint on one or both sides of a
>> masonry pilaster which I wouldn't consider capable of transferring
>> shear force.
>>
>> - Jeremy
>>
>>
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