Statically Indeterminate Structures |
Contents
CHAPTER PAGE | 1 |
FUNDAMENTAL PRINCIPLES OF STRUCTURAL MECHANICS | 9 |
CONTINUOUS BEAMS AND FRAMES WITH STRAIGHT PRISMATIC MEM | 48 |
Copyright | |
9 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle applied load arch assumed auxiliary force system axial load axial stress axis bending C₁ calculated carry-over factors change in length columns computed concentrated load conjugate beam constant continuous beam continuous frame continuous truss correction cross section dead load deformation determined distribution factors elastic curve end moments end rotations equilibrium Example expressed in terms fixed-end moments flange force F ft-kips girders Hinge horizontal displacement influence diagram joint kip per foot live load max.d MF ba MFab MFba MFbc MFdc min.d moment of inertia moments in Fig numerical obtained P₁ panel problem procedure R₁ reactions reciprocal theorem redundant forces shearing stress shown in Fig simply supported slope-deflection equations solution span bc statically indeterminate stiffness strain energy structure Suspension Bridges symmetrical tangent tion uniform load values vertical displacement Vierendeel truss Williot diagram ΕΙ θα ΣΟΚ