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【Daily Question】Question from Issue 20150904

2015-09-06View Original

Thread Content

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
Reply #22015-09-06
The correction factor is usually set at 1.1.
Reply #32015-09-06
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.
Reply #42015-09-06
This coefficient is usually set to 1.1. ----------------------------
Reply #52015-09-06
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.
Reply #62015-09-06
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
Reply #72015-09-06
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.
Reply #82015-09-06
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

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