建筑企业的组织结构 企业组织结构设计的权变因素 建筑企业组织结构的未来发展方向 建筑企业组织再造

轴心受拉构件从加载到破坏,其受力过程分 为三个阶段:从加载到砼受拉开裂前,砼开裂后 到钢筋即将屈服,受拉钢筋开始屈服到全部受拉 钢筋达到屈服。 轴心受拉破坏时混凝土裂缝贯通,纵向拉钢筋达 到其受拉屈服强度,正截面承载力公式如下:

1、熟悉建筑各部分高度、层数、层高的确定； 2、掌握建筑空间的组合和利用； 3、掌握建筑剖面中结构、构造的关系。 4、了解建筑剖面与房屋的使用、造价、和节约用地的关系；

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

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

Principle of Structure Design and Calculation Based on Probabilostic Limit State Method History and basic concept of methods for calculation and design Functional requirement of structure Conception of limit state, probabilistic limit state design method Design method, principles, expressions and factors of existing Codes Strength of Materials, action classifications, action combination

Basic Concepts of Reinforced Concrete Structure and Physical and Mechanical Properties of Materials Basic Concepts of Reinforced Concrete(RC) Strength and deformation of concrete under various stress conditions Type ,Grade and Mechanical Properties of Steel Reinforcement Bond between concrete and steel reinforcement

福州大学：《混凝土结构设计原理》课程教学资源（教案讲义）第六章 受压构件的截面承载力、第七章 受拉构件的截面承载力、第八章 受扭构件的扭曲截面承载力、第九章 变形、裂缝及耐久性

轴心受拉构件从加载到破坏,其受力过程分 为三个阶段:从加载到砼受拉开裂前,砼开裂后 到钢筋即将屈服,受拉钢筋开始屈服到全部受拉 钢筋达到屈服。 轴心受拉破坏时混凝土裂缝贯通,纵向拉钢筋达 到其受拉屈服强度,正截面承载力公式如下: