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angle arch assumed axial bars bending calculate centre column complete plastification compressive stress constant couples cross-section dead load deflection diagonal tension direction direction-fixed displacement distance elastic equal external fibres fixed flange foot run frame girder given in Fig horizontal ifBA Illustrative Problem inertia influence diagram influence line Joint equation left to right length maximum modulus Moment-Distribution Method negative neutral axis normal plane plastic hinge portal positive Pre-stressed Concrete principal stresses radians ratio reaction rectangular redundant reinforced concrete resultant right to left rotation shear stress shearing force simple beam slope span square inch statically indeterminate steel stirrups strain Strength of Materials stress diagram structure strut sway tensile stress thrust ton-in tons-ft tons/sq uniformly distributed load unit load vertical yield stress zero