Parallel fillet welds are designed for bending strength.

Related MCQs

• Transverse fillet welds are designed for
• The bending moment at a section tends to bend or deflect the beam and the internal stresses resist its bending. The resistance offered by the internal stresses, to the bending, is called
• In a simple bending theory, one of the assumption is that the plane sections before bending remain plane after bending. This assumption means that.
• In the simple bending theory one of the assumptions usually made is that the plane sections before bending remain plane after bending. This assumption implies that
• The effective length of a fillet weld designed to transmit axial load shall not be less than
• A prismatic beam fixed at both ends carries a uniformly distributed load. The ratio of bending moment at the supports to the bending moment at mid-span is
• A shaft of diameter D is subjected to a twisting moment (T) and a bending moment (M). If the maximum bending stress is equal to maximum shear stress developed, then M is equal to
• The bending moment diagram for a cantilever beam subjected to bending moment at the end of the beam would be
• In a beam of uniform strength, the bending stress developed is constant and is equal to the allowable stress at every section of the beam.
• The efficiency of a riveted joint is the ratio of the strength of the joint to the strength of the solid plate.