Bending Moments in Beams of Two Way Slab Systems

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Ibrahim Mohammad Arman
Ibrahim Mohammad Arman

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GJRE Volume 14 Issue E2

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Two way slabs are slabs in which the surface load is transferred in two directions. Two way slabs have many types: slabs supported on beams between all columns, slabs without beams and waffle slabs. Slabs with beams are commonly used for high loads and or large spans. The deflection in the slab panel depends mainly on the beams stiffness. The deflection at middle of panels decreases as the stiffness of the supporting beams increases. The internal forces and especially the bending moments are increased in the beams as their stiffness increases. This paper will illustrate the sequence of increase in beam moments as the beams stiffness increases. Slabs with different beams stiffness and longer span to short span ratios will be studied. Also, the principle of 45 degrees-load-distribution principle for beams will be discussed. The computer program sap2000 will be used in structural modeling.

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3 Cites in Articles

References

  1. Arthur Nilson,David Darwin,Charles Dolan (2010). Design of Concrete Structures.
  2. (2008). Building Code Requirements for Structural Concrete and Commentary (ACI 318M-08).
  3. James Wight,James Macgregor (2008). Reinforced Concrete in Motion.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

Ibrahim Mohammad Arman. 2014. \u201cBending Moments in Beams of Two Way Slab Systems\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 14 (GJRE Volume 14 Issue E2): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

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v1.2

Issue date

June 28, 2014

Language

English

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Bending Moments in Beams of Two Way Slab Systems

Ibrahim Mohammad Arman
Ibrahim Mohammad Arman

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