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Question

Load from a slab to beam is primarily transferred through

The correct answer is
shearing force

Slab to Beam Load Transfer Mechanism

Loads applied on a slab, such as floor or roof loads, are transferred to supporting structural elements. When a slab is supported by beams, the load transfer primarily occurs at the interface between the slab and the beam.

Understanding Force Transfer

The primary way a slab transfers its load to a supporting beam is through the development of forces at their connection point.

  • Shearing Force: This is the dominant force mechanism. The distributed load on the slab creates a downward vertical force at the edge where it rests on the beam. This vertical action, tending to 'shear' the slab off the beam, is the primary load transfer.
  • Bending Moment: While the slab itself experiences bending moments, and it does transfer some moment effects to the beam (especially in continuous construction), the direct transfer of the slab's vertical load is fundamentally a shear action.
  • Axial Force: Axial forces (tension or compression along the axis) are not the primary means of transferring the slab's distributed vertical load onto the beam.
  • Torsion: Torsion (twisting) occurs mainly due to eccentric loads or specific support conditions, and it is generally not the principal way slab loads are transferred to beams in standard configurations.

Therefore, the shearing force is the most direct and primary way the load moves from the slab to the beam.

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Important Questions from Design of Structural Elements

  1. A simply supported RCC beam of span 4 m is supporting a brick wall over its entire span. The brick wall is 250 mm thick and 2 m high. The RCC beam has a depth of 600 mm and width of 250 mm. The density of brick masonry and RCC can be assumed as 18 KN/m³ and 25 KN/m³ respectively. Considering the load of the wall and self-weight of the RCC beam, the maximum bending moment in the beam (in KN-m) will be ____________ [rounded off to two decimal places].

  2. A simply supported beam having effective span of 5 meter is carrying a centrally concentrated load of 16 kN. The maximum bending moment in the beam in kN-m is _______________

  3. Area of tensile steel per meter width of a reinforced concrete slab is 335 sq mm. If 8 mm rods are used as reinforcement, then centre to centre spacing of the reinforcement in mm is _______________

  4. The maximum bending moment ($kNm$) in a simply supported beam of 8 $m$ span subjected to a uniformly distributed load of 20 $kN/m$ (inclusive of its self-weight) over the entire span is
  5. Which of the following is NOT a mechanism of bond resistance in reinforced concrete?
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