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Table 1607.1 Sidewalk 8,000 lb Point Load

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civilguy98418

Civil/Environmental
Nov 16, 2005
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I have a simple 4' wall in the ROW of a typical 36' street, the curb is 7' from the back of wall. Gonna do a Keystone wall. I used the Rankine method of analysis, not NCMA (conservative).

IBC Table 1607.1, "Sidewalk etc. ..." specifies that a 8,000 lb. point load on 20 sq. inches is required. This loading is required for the City of "la la land"'s retaining wall next to a city street per the Design Manual.

I pointed out that the City sidewalk couldn't handle that kind of point load let alone the soil 1' from the wall. First I showed them that the standard 4" thick City sidewalk couldn't be shown to support an 8k load over 20 inches square. I then pointed out that the necessary soil bearing strength calcs out to be 58 ksf, and that no soil I know can do this.

I am at a loss here. I have succombed to the city and provided for 1000 psf LL. I don't know the reasoning nor the impetus behind this requirement. Do You?

Thank you.
E.J.

 
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I dont know how many times I see semis drive over a side walk to make the tight turn. City worker trucks drive over side walk all the time, almost like cops that think they can park anywhere.
 
To quote an architect I used to know:

Arguing with a Building Official is like getting into a mud pit wrestling match with a pig. You will get muddy, mad and frustrated unless you realize one thing: the pig LIKES to wrestle.

A Bousinesque (spelling suspect here) analysis will help you deal with the local lateral surcharge pressures due to wheel point loading. It's not hard and I would probably "push" the numbers (unconservatively) for the transient vehicular load.

I would also research whether they also want a guardrail for a 4' drop. Guardrail forces will govern the design of most any retaining wall structure.
 
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