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- W74821083 abstract "A beam reacts to loading through bending action. Therefore, beam bending stiffuesscan be represented by deflection. Theoretically, beam stiffuess is governed by spanlength, elastic modulus, moment of inertia and support type. In the analyticalanalysis, beams are assumed simply supported or fixed supported However, based onreal cases and lab experiments there are other factors that are not included theoreticalequation but effect to the beam stiffuess Factors such as eccentricity between beamneutral axis and beam support (vertical eccentricity), pour stop stiffuess in compositebeam/slab effect and column size effect were analyzed in this study. The effects werestudied using plane stress element finite. Pour stop stiffuess were modelled usingspring element. From the analysis, vertical eccentricity does not give significanteffect to beam stiffuess and it can be neglected. The pour stop provides stiffuess of25000kN/m at the outer support. Beam deflection is independent with columndeflection when column width is three times bigger than beam depth." @default.
- W74821083 created "2016-06-24" @default.
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- W74821083 date "2005-10-01" @default.
- W74821083 modified "2023-09-23" @default.
- W74821083 title "The effect of eccentricity at beam support to beam stiffness" @default.
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