The calculation shows that axial and bending tensile safeties are obviously insufficient, so the problem of arranging the longitudinal reinforcing steel bar should be fully considered.
结果表明,南京长江隧道横向平面内的抗拉和抗剪安全度足够,纵向和弯曲情况下的抗剪安全度足够,抗拉可靠度明显不足,设计中应充分考虑纵向配筋问题。
The calculation shows that axial and bending tensile safeties are obviously insufficient, so the problem of arranging the longitudinal reinforcing steel bar should be fully considered.
结果表明,南京长江隧道横向平面内的抗拉和抗剪安全度足够,纵向和弯曲情况下的抗剪安全度足够,抗拉可靠度明显不足,设计中应充分考虑纵向配筋问题。
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