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Participation reward: 2 Wealth. Reward for correct answer: 9 wealth. When rebar is prone to disturbance during concrete construction (such as in slip-form construction), its anchorage length should be multiplied by a correction factor, which is usually taken as (). Answer: 1.1
The correction factor is usually set at 1.1.
When rebar is prone to disturbance during concrete construction (such as in slip-form construction), its anchorage length should be multiplied by a correction factor, which is typically taken as 1.1.
This coefficient is usually set to 1.1. ----------------------------
When rebar is prone to disturbance during concrete construction (such as in slip-form construction), its anchorage length should be multiplied by a correction factor, which is typically taken as 1.1.
When rebar is prone to disturbance during concrete construction (such as in slip-form construction), its anchorage length should be multiplied by a correction factor, which is usually set at 1.1
When rebar is prone to disturbance during concrete construction (such as in slip-form construction), its anchorage length should be multiplied by a correction factor, which is typically taken as 1.1.
When rebar is prone to disturbance during concrete construction (such as in slip-form construction), its anchorage length should be multiplied by a correction factor, which is typically taken as 1.1. Answer: 1.1