While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

Related MCQs

• The three moments equation is applicable only when
• The fixed support in a real beam becomes in the conjugate beam a
• Bending moment at any section in a conjugate beam gives in the actual beam
• The carryover factor in a prismatic member whose far end is fixed is
• When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would
• A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be