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  • Users: adeku
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  1. adeku

    California Existing Building Code (CEBC) A108.2 - Masonry Shear Strength Typo?

    Thanks Laurent! I contacted them and it is indeed a typo: "Thank you for contacting the California Building Standards Commission (CBSC) with your inquiry about Section A108.2 of the California Existing Building Code (Part 10, Title 24, California Code of Regulations). CBSC administers the...
  2. adeku

    California Existing Building Code (CEBC) A108.2 - Masonry Shear Strength Typo?

    2019 CEBC equation for masonry shear strength appears to be missing a '+' sign in the equation when compared to the 2016 CEBC. When I plug in the masonry test values and corresponding dead loads, I get vastly different results between the two. The 2019 CEBC (and 2022 CEBC is the same) shows a...
  3. adeku

    Residential Bridge (12' span) - Impact Loading?

    Thanks bb! I'm in California and AASHTO is what we design to, so I'll see what they have in terms of guiderail loading.
  4. adeku

    Residential Bridge (12' span) - Impact Loading?

    I am designing a very short bridge for a residence. The road leading up to it is also narrow so traffic speeds should not exceed 15 mph. The span of the bridge is 12' and width is also 12', just wide enough for one car. Girders are steel but everything else is wood. There is a requirement in...

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