Question: PROBLEM 4 GIVEN: Project Location: North Central PA (Frost depth 42 in) Unbalanced fill height: 16 ft Backfill/Site Materials: Sandy Gravel (GP) Internal angel of

PROBLEM 4 GIVEN: Project Location: North Central PA (Frost depth 42 in) Unbalanced fill height: 16 ft Backfill/Site Materials: Sandy Gravel (GP) Internal angel of friction = 440 Soil weight = 120 pcf Allowable bearing = IBC 2021 Lateral sliding resistance = IBC 2021 Hydrostatic pressure = IBC 2021 FIND: Size and detail the reinforced concrete retaining wall and footing for the stated condition

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