## Bulletin, Issue 1081918 - Engineering |

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adjacent spans Applying the equations axial stress Bases.—Fig Bulletin continuous girder diagram elastic curve End of girder Equa Equation of Three Equations for Three-legged equations of Table equilibrium error due FIGURE FUNDAMENTAL EQUATIONS Girder Continuous given in Table gives MAB horizontal loads Left-hand Member Leg Longer legs fixed Legs Hinged Lengths and Sections loading are symmetrical Member of Equation moment of inertia quantities Reinforced Concrete Represented by Fig represents a two-legged represents the resultant Settlement shearing deformation shearing strain single horizontal force slope ſº statical statically indeterminate stresses Substituting the values Supports on Different System of Loads System of Vertical Table 1 gives take the form tangents three moments Three-legged Bent tion top member Two-legged Rectangular Two-legged Rectangular Bent vertical center line Vertical Loads