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When are longitudinal stiffeners introduced to beam splices?

When are longitudinal stiffeners introduced to beam splices? Correct Answer when change in size between two sections of beam occurs

When change in size between two sections of beam occurs at an end plate splice, it can be easily accommodated by introducing longitudinal stiffeners to the larger beam.

Related Questions

Consider the following statements with regards to the shear force diagram for the beam ABCD: 1. The beam ABCD is an overhanging beam having supports at A and D only. 2. The beam carries a point load of 20 kN at C. 3. The beam carries a concentrated load of 10 kN at the end B. 4. The beam is an overhanging beam having supports at C and D only. 5. The beam carries a uniformly distributed load of 70 kN over the left hand portion AC only. Which of the above statements are correct?
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As per IS 800 ∶ 2007, in the design of beams/plate girders, when the web of a member acting alone is inadequate, different types of stiffeners are provided. Match the type of stiffeners provided in List I with the requirement to be satisfied by them in List 2. (Use the Code in the lists for matching). List 1 List 2 B. Intermediate transverse web stiffener 1. Provide local reinforcement to web under shear and bearing. C. Load carrying stiffener 2. Improve the buckling strength of a slender web due to shear. D. Bearing stiffener 3. Prevent local buckling of web due to concentrated loading. E. Diagonal stiffener 4. Prevent local crushing of web due to concentrated loading
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The depth-to-thickness ratio of web when only transverse stiffeners are provided and 3d ≥ c ≥d, where c is clear distance between stiffeners and d is depth of web is_____ to meet serviceability criteria
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The effective length of web on each side of centreline of stiffeners for interior stiffeners is limited to