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文档格式:PPT 文档大小:643KB 文档页数:70
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
文档格式:PPT 文档大小:2.56MB 文档页数:61
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
文档格式:PPT 文档大小:4.72MB 文档页数:95
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
文档格式:PPT 文档大小:1.3MB 文档页数:64
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
文档格式:PPT 文档大小:2.8MB 文档页数:73
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
文档格式:PDF 文档大小:3.82MB 文档页数:175
 pn结模型  BJT型晶体管模型  MOS型晶体管模型  MOS型与BJT型晶体管的比较
文档格式:PPT 文档大小:82.5KB 文档页数:14
1、使学生了解建筑构造研究的对象和任务; 2、掌握建筑物的组成及各组成部分的作用; 3、了解影响建筑构造的因素; 4、掌握建筑构造设计原则
文档格式:PPT 文档大小:529KB 文档页数:30
3.1.1结构上的作用 直接作用:荷载 间接作用:混凝土的收缩、温度变化、基础的差异沉降、地震等作用在结构上并使结构产生内力(如弯矩、剪力、轴向力、扭矩等)、变形、裂缝等作用称为作用效应或荷载效应
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