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

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

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

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

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

第三节灌溉渠道流量算 一、渠道流量概述 1、设计流量 在灌溉设计标准下为满足灌溉要求而要求的最大流量设计流量是渠道的毛流量是确定渠道断面和建筑物尺寸的主要依据

第一章 学习立体造型与应用的意义 第二章 立体造型与应用的基础 第三章 立体造型与应用的形式 第四章 立体造型与应用的表现

9.1 预应力混凝土的基本概念 9.2 张拉控制应力与预应力损失 9.3 后张法构件端部锚固区的局部承压验算 9.4 预应力轴心受拉构件各个阶段的应力分析 9.5 预应力混凝土受弯构件计算

1、钢结构对材料的要求 （1） 较高的抗拉强度fu和屈服点fy （2） 塑性、冲击韧性好 （3） 冷加工性能好 （4） 可焊性好 （5） 耐久性好

3.1 梁、的一般构造板 3.2 受弯构件证截面的受弯性能 3.3 正截面受弯承载力计算原理 3.4 单筋矩形截面受弯正截面承载力计算 3.5 双筋矩形截面受弯正截面承载力计算 3.6 T形截面受弯正截面承载力计算