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
angular deflections arch rib Arch Type bending moment cable calculated central span centre Coefficients of wL Continuous Truss Bridge cos² cross sectional areas dead load DEFLECTIONS OF PANEL DIAGRAM direct stresses equations evaluated in Table girder given in Table H₁ horizontal deflection horizontal load horizontal thrust left end left half length on member load at various loaded lengths maximum negative maximum positive moment of inertia moments and shears moments and thrusts moments at crown moments at springing negative moments obtain P₂ panel points parabolas positive moments quarter point R₁ R₂ reactions right end right span sec² side span U₂ uniform live Uniform live-load unit load V₁ value of H values in column Values of rise-ratio various points vertical deflections w₁ w₂ Δεν ΕΔ