◼ 第一节 会计的产生与发展 ◼ 第二节 会计的意义 ◼ 第三节 会计的职能 ◼ 第四节 会计的方法 ◼ 第五节 会计工作的组织 ◼ 第六节 会计的职业道德

 第一节 会计科目  第二节 会计账户  第三节 借贷复式记账法  习题一  习题二  习题三  习题四

 第一节 会计核算形式概述  第二节 记账凭证核算形式  第三节 日记总账核算形式  第四节 科目汇总表核算形式  第五节 汇总记账凭证核算形式  第六节 多栏式日记账核算形式  第七节 凭单日记账核算形式

 第一节 内部会计控制  第二节 财产清查概述  第三节 财产清查的方法  第四节 财产清查结果的处理

 第一节 会计凭证概述  第二节 原始凭证  第三节 记账凭证  第四节 会计凭证传递

 第一节 筹资业务核算  第二节 生产准备核算  第三节 生产过程核算  第四节 销售过程核算  第五节 长期资产核算  第六节 财务成果核算  第七节 资金退出核算

Computation of Stress, Crack width and Reflection of RC Flexural Members  Characteristics of use of reinforced concrete beam during the calculation.  The concept of transformed section and the geometric characteristics.  The stress state of reinforced concrete short-term checking.  Flexural members of the cracks and the maximum width of crack.  Deformation of flexural members.  Durability of concrete structures

bias components are the mechanical characteristics of cross sections and two failure modes, Boundaries and determine the size of bias conditions; Familiar with eccentric compression of the second-order effect and calculation; Eccentric rectangular cross-section bearing capacity of compression members is calculated, Including the formula, the formula of the applicable conditions of reinforcement and non-symmetrical Design and reinforcement of the cross-section symmetrical cross section for review; I-shaped, T shaped eccentric compression AND CIVIL ENGINEERING Calculation method; Circular section eccentric compression member cross section design and review; Eccentric compression reinforcement of the structure and reasonable layout requirements

With a longitudinal axis of steel stirrups and the general failure mode of compression members, bearing capacity; Longitudinal and spiral reinforcement with stirrups failure modes of axial The concept of stability factor and its influencing factors; Analysis of the core concrete strength and strength calculation; Ordinary hoops column, spiral column reinforcement stirrup features and construction requirements

Oblique cross-section flexural members of the mechanical characteristics and failure modes. Oblique section of bending members the main factor for shear strength. Flexural oblique shear strength formula for conditions. Such a high degree of web reinforcement beams of the preliminary design steps. Resisting moment mapping. Check all of bearing capacity and structural requirements. Construction oblique shear strength calculations