ACR 3413 BASIC STRUCTURAL ENGINEERING 3 Lecture 6 Univers rsit - - PowerPoint PPT Presentation

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ACR 3413 BASIC STRUCTURAL ENGINEERING 3 Lecture 6 Univers rsit - - PowerPoint PPT Presentation

Aug 28, 2023 210 likes •559 views

ACR 3413 BASIC STRUCTURAL ENGINEERING 3 Lecture 6 Univers rsit ity y Putra a Malaysia ysia 2 3 4 5 6 7 Tolerance and movement require consideration. The vertical inter-storey deflection is normally limited to 10mm so that a joint of

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Univers rsit ity y Putra a Malaysia ysia

ACR 3413 BASIC STRUCTURAL ENGINEERING 3 Lecture 6

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Tolerance and movement require consideration. The vertical inter-storey deflection is normally limited to 10mm so that a joint of 15mm can safely be adopted; The vertical along-storey slope is normally limited to span/1000 for the efficient function of the gaskets; The horizontal inter-storey slope is normally limited to span/500 for the efficient function of the gaskets;

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Transfer Floor Scheme, Conventional RC Transfer Beam to Post-Tensioned Transfer Plate.

Introduction of PT Plate:-

  • Improve

constructability.

  • Reduction of

formwork.

  • Saving of time

by allowing fit-

  • ut to start

earlier.

  • Reduction in
  • verall weight.
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