휨설계
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AASHTO LRFD, 8th Edition, 2017 : RC 휨검토토목 설계 기준 2021. 3. 29. 16:41
AASHTO LRFD Bridge Design Specifications, 8th Edition, 2017 저항계수(5.5.4.2 Resistance Factors) 휨(인장지배단면) : 0.9 전단 및 비틀림 : 0.9 Resistance factor Φ shall be taken as : For tension-controlled reinforced concrete sections as specified in Article 5.6.2.1 normal weight concrete : 0.9 For shear and torsion in reinforced concrete sections: normal weight concrete : 0.9 휨 : 압축지배단면 - 인장지배단면에 따라서 저항계수 0.75~0...