如下图所示,某钢筋混凝土现浇肋形楼盖的次梁,跨中承受最大正弯矩设计值M=115kN·m。混凝土强度等级为C30,纵向受拉钢筋采用热轧HRB335钢筋。楼板厚度h f ′=80mm,次梁高度h=450mm,宽度b=200mm,纵向受力钢筋合力点至混凝土边缘的距离a s ′=35mm。 若已知翼缘计算宽度b f ′=1800mm,则按单筋T形截面计算的次梁跨中所需受拉钢筋计算截面面积最接近于()mm 2 。
【简答题】Connecting with Patients Dr. Paris often treats several generations of a family over many years. “He’s seen us through two births, one operation, multiple earaches, a broken wrist and a recovery from ...