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一、受弯构件按容许最大裂缝宽度控制配筋的简化计算钢筋混凝土矩形、T形、倒T形和工字形截面的受弯构件其容许最大裂缝可按规范公式(98)计算:
1. Simplified calculation of the bending capacity of the flexural members according to the allowable maximum crack width The maximum allowable cracks of the flexural members of the reinforced concrete rectangular, T-shaped, inverted T-shaped and I-shaped sections can be calculated according to the canonical formula (98):