Contents
Deflections | 1 |
Maximun Deflection of a Simply Supported Beam With | 7 |
Deflection of a Truss Bridge | 13 |
34 other sections not shown
Common terms and phrases
actual apply approximate Arch Type assume beam bending bridge cable calculated central span centre Coefficients crown curve dead load deflections determined DIAGRAM direct distance effect equal equations evaluated in Table EVALUATION fixed follows force formula given given in Table horizontal horizontal thrust inches increase influence lines integrals left end left half left side length live load maximum maximum positive moments at springing negative moments obtain panel points parabolas positive moments R₁ reactions relative represent respectively shear Solving springing stresses Substituting symmetrical TABLE Taking temperature thickness thrust tions truss U₂ uniform live load unit load values in column Values of rise-ratio various points vertical vertical deflections w₁ w₂ ΕΔ