Wearable Exhibition: Bring Art Everywhere (帶著藝術周圍走
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Découvre YouScribe en t'inscrivant gratuitement
Découvre YouScribe en t'inscrivant gratuitement
9
pages
English
Documents
Obtenez un accès à la bibliothèque pour le consulter en ligne En savoir plus
- expression écrite
- cours magistral - matière potentielle : series
- suits for business meetings
- kar wing suit
- silences during the conversations among the participants
- kwan sheung
- mobile art exhibition
- slice of dream
- curator
- exhibition
- art
- artists
Reinforced Concrete Design to BS8110 Structural Design 1 – Lesson 5 Lesson 5: Deflection in reinforced concrete beams Content
4.1
4.2
Introduction
Definitions
4.2.1Tension
4.2.2
4.3
4.3.1
4.4
4.5
Compression
Initial sizing
Worked example
Reinforcement details
Anchorage at supports
4.6Laps in reinforcement 4.1 Introduction to deflection (Cl. 3.4.6. BS8110)
As already mentioned we must remember to checkserviceabilityas well as
ultimate limit states. The SLS for deflection considers the performance of the structure underWorking Loadsthat the structure, or part of it under such
consideration, does not deflect excessively causingunsightly cracking andloss
of durability.
BS 8110 details how deflections and the accompanying crack widths may be
calculated. But for rectangular beams some simplified procedures may be used to
satisfy the requirements without too much effort. This approximate method for
rectangular beams is based on permissible ratios of span/effective depth.
1
