Chapter 6: Distributed Fores II – Actions Of Distributed Forces

6.1 PREFACE

6.2 INTERNAL FORCE SYSTEM ON A STRUCTURAL MEMBER

A: BEAMS

6.3 BEAMS: GENERAL CONCEPTS

6.4 SHEAR FORCE AND BENDING MOMENT

6.5 SIGN CONVENTION FOR SHEAR FORCE AND BENDING MOMENT

6.6 SHER FORCE AND BENDING MOMENT DIAGRAMS

6.7 PROCEDURE OF ANALYSIS FOR BEAMS

6.8 RELATIONSHIP BETWEEN DISTRIBUTED FORCES, SHEAR FORCES, AND BENDING MOMENTS

B: FLEXIBLE CABLES

6.9 CABLE: GENERAL CONCEPTS

6.10 GENERAL RELATIONSHIPS FOR CABLES

6.11 PARABOLIC CABLE

6.12 CATENARY CABLE

6.13 GENERAL CABLE

C: HIDROSTATICS

6.14 INTRODUCTION

6.15 FLUID PRESSURE

6.16 THRUST ON A SUBMERGED FLAT SURFACE

6.17 THRUST ON A SUBMERGED CURVED SURFACE 9OF CONSTANT WIDTH)

6.18 FLOATATION AND BUOYANCY

6.19 SUMMARY

6.1 PREFACE

The nature of actions of distributed forces can be divided into three categories: