When sloping the sides of an excavation in type a soil what


Question: 1. How does a pile support its applied load?

2. When sloping the sides of an excavation in type A soil, what maximum slope may be used if the excavation will be 15 ft (4.6 m) deep and will be open less than 24 h?

3. What three methods meet OSHA requirements for protecting workers in an excavation when worker protection against cave-in is required?

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