スラブのたわみ:二辺単純支持、二辺固定

PDF Document:Deflection of Slab(ω):Two Sides Simple Support and Two Opposite Sides Clamped,Uniformly Distributed Load(p0) E(N/mm^2)=20000,h(m)=0.5,ν=0.15,a(m)=10,b(m)=10,p0(N/m^2)=10000



DateFile NameSize(KB)MD5 Hash
2011/07/1520110715-001.pdf5504c1cfda66e3335b36090c06932591c25

Keyword

Deflection of Slab(ω):Two Sides Simple Support and Two Opposite Sides Clamped,Uniformly Distributed Load(p0),Thickness of Plate,Width of Plate,Bending rigidity of Plate,Poisson”s ratio of Plate,Young”s modulus of Plate

Reference

[1]:Architectural Institute of Japan:『Data for Structural Calculation of Reinforced Concrete building 2001』, 丸善, pp.37-45
[2]:社団法人土木学会:『構造力学公式集 昭和61年版』,pp.313-346,1986.
[3]:東洋一・小森清司:『建築構造学大系11 平板構造』,彰国社,pp.81-155,1970

Remarks

・ω:Deflection of Slab
・h:Thickness of Plate
・a:Width of Plate
・b:Length of Plate
・D:Bending rigidity of Plate
・ν:Poisson”s ratio of Plate
・E:Young”s modulus of Plate
・p0:Uniformly Distributed Load

PDF Document:Deflection of Slab(ω):Two Sides Simple Support and Two Opposite Sides Clamped,Uniformly Distributed Load(p0) E(N/mm^2)=20000,h(m)=0.5,ν=0.15,a(m)=10,b(m)=20,p0(N/m^2)=10000



DateFile NameSize(KB)MD5 Hash
2011/07/1520110715-002.pdf477ba8dcfbbc031053ac63ce643eca87108

Keyword

Deflection of Slab(ω):Two Sides Simple Support and Two Opposite Sides Clamped,Uniformly Distributed Load(p0),Thickness of Plate,Width of Plate,Bending rigidity of Plate,Poisson”s ratio of Plate,Young”s modulus of Plate

Reference

[1]:Architectural Institute of Japan:『Data for Structural Calculation of Reinforced Concrete building 2001』, 丸善, pp.37-45
[2]:社団法人土木学会:『構造力学公式集 昭和61年版』,pp.313-346,1986.
[3]:東洋一・小森清司:『建築構造学大系11 平板構造』,彰国社,pp.81-155,1970

Remarks

・ω:Deflection of Slab
・h:Thickness of Plate
・a:Width of Plate
・b:Length of Plate
・D:Bending rigidity of Plate
・ν:Poisson”s ratio of Plate
・E:Young”s modulus of Plate
・p0:Uniformly Distributed Load

PDF Document:Deflection at Center of Slab:ω(p0*a^4/(E*h^3)) Two Sides Simple Support and Two Opposite Sides Clamped,Uniformly Distributed Load(p0)



DateFile NameSize(KB)MD5 Hash
2011/07/1520110715-003.pdf50793b1a515fba7775800d47e5869a96027

Keyword

Deflection of Slab(ω):Two Sides Simple Support and Two Opposite Sides Clamped,Uniformly Distributed Load(p0),Thickness of Plate,Width of Plate,Bending rigidity of Plate,Poisson”s ratio of Plate,Young”s modulus of Plate

Reference

[1]:Architectural Institute of Japan:『Data for Structural Calculation of Reinforced Concrete building 2001』, 丸善, pp.37-45
[2]:社団法人土木学会:『構造力学公式集 昭和61年版』,pp.313-346,1986.
[3]:東洋一・小森清司:『建築構造学大系11 平板構造』,彰国社,pp.81-155,1970

Remarks

・ω:Deflection of Slab
・h:Thickness of Plate
・a:Width of Plate
・b:Length of Plate
・D:Bending rigidity of Plate
・ν:Poisson”s ratio of Plate
・E:Young”s modulus of Plate
・p0:Uniformly Distributed Load