AN AMENDED ARITHMETIC OF REINFORCED CONCRETE ISOSCELES TRAPEZOID SLAB
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摘要: 提出了一种求解钢筋混凝土周边固支等腰梯形板内及板边最大弯矩的一种修正算法。目前,在均布荷载作用下,计算钢筋混凝土周边固支等腰梯形板通常是用经验算法即是把钢筋混凝土等腰梯形板简化成当量矩形板进行计算。经分析表明,此经验算法相对误差较大,难以达到工程设计的要求。通过钢筋混凝土周边固支等腰梯形板及其当量矩形板的当量关系,并利用周边固支矩形板的近似算法对等腰梯形板进行计算,且对相对误差进行修正,获得了较为满意的效果。这种修正算法具有精度高、实用性强、计算方便等特点。Abstract: A kind of amended ar ithmetic which solves maximum moment of reinforced concrete isosceles trapezoid slab is introduced. Presently, calculation method of a reinforced concrete isosceles trapezoid slab is experiential arithmetic with which the isosceles trapezoid slab is simplified into an equivalent rectangled slab. It has been verified by analyzing that the relative error of the experiential arithmetic is larger and does not conform to the requirements of engineering design. Based on experiential arithmetic, we use simplified arithmetic of perimeter fixed strut rectangled slab to calculate isosceles trapezoid slab. After amended the error, we acquired satisfactory result. The amended arithmetic features high accuracy, good practicality and convenient calculation.
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