Elementary Theory of Structures |
Contents
EQUILIBRIUM OF COPLANARFORCE SYSTEMS | 4 |
separately in Chaps 14 and 15 Again a choice is permitted in that | 15 |
SHEARS AND BENDING MOMENTS IN BEAMS | 26 |
Copyright | |
15 other sections not shown
Common terms and phrases
acting analysis applied assumed Balance beam bending-moment diagrams bridge called cause chord clockwise components compression computed concentrated loads condition considered counterclockwise dead deflection deformation determined direction distance downward Draw drawn elastic curve end moments equal equations equilibrium Example force polygon free body graphic hinge horizontal influence diagram joint kip-cu ft kip-ft kips Lane length load magnitude maximum bending method moving Note obtained P₁ panel panel points parallel positive Prob reaction reference relative respectively resultant rigid frame roof rotation Scale segment shear shear and bending-moment shown in Fig side simple beam slope SOLUTION span statically indeterminate stress string structure Table taking tension tion Truck truss uniform load unit load unknown usually values vertical wind zero ΕΙ