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
beam shown bending-moment diagrams Carry-over chord clockwise computed concentrated loads coplanar counterclockwise dead load determined diagram for bending elastic curve end moments equal equilibrium Example fixed-end moments floor beams force polygon forces F1 free body free-body diagrams G₁ graphic method horizontal influence diagram joint k/ft kip-cu ft kip-ft kip-sq ft kip-sq ft/EI kips compression kips per ft kips tension kips upward Lane loading left reaction live load magnitude member BC moment of area ordinate P₁ panel load panel points points of inflection Prob radian rigid frame shown rotation segment shear and bending shear and bending-moment shear diagram shear in panel shown in Fig simple beam slope Space diagram span statically indeterminate stress in member structure Truck loading truss shown U₁ U₁L2 uniform load unit load V₁ vertical deflection wind zero ΕΙ