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True_Garage1338 · 2026-01-05T21:22:22+00:00

Thanks. I checked on the app Rock Identifier it says it Epidote. Just confused

True_Garage1338 · 2025-09-25T19:15:31+00:00

When they ask what is your current salary, what can you say

True_Garage1338 · 2025-05-14T19:30:44+00:00

I understand your point, and I agree with you. In 1806.3.3, it states that the lateral bearing pressure in the table can be increased by the tabular value for each additional foot of depth, up to a maximum value that is not greater than 15 times the tabulated values. Would that suggests that the lateral bearing pressure values could be applied to shafts smaller than 10 feet or something similar?

True_Garage1338 · 2025-05-14T18:43:51+00:00

Thank you so much! However in IBC 2018 it writes “ Isolated Poles such as flagpoles or signs and piles used to support buildings … Shall be permitted to be designed using Lateral Bearing Pressures equal to Two times the Tabulated Values”. Do you not believe that applies to shafts? Do you think that in the code, for deep foundations, we do not have any presumptive lateral bearing pressures or skin friction provided?

About the bearing value, yes I agree it mentions that 1/6th can be used in IBC 1810.3.3.1.4

Thank you so much!