スラブのたわみ:一辺固定、三辺単純支持

PDF Document:Deflection of Slab(ω):One Side Clamped and Three Other Sides Simple Support, 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
2011/07/1620110716-001.pdf525dd9aa0529ab75280263b687736a3c494

Keyword

Deflection of Slab(ω):One Side Clamped and Three Other Sides Simple Support,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):One Side Clamped and Three Other Sides Simple Support, 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
2011/07/1620110716-002.pdf548ecf397954b6ed3a5e7a1bc78d150557a

Keyword

Deflection of Slab(ω):One Side Clamped and Three Other Sides Simple Support,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:Maximum Deflection of Slab:ω(p0*a^4/(E*h^3)),One Side Clamped and Three Other Sides Simple Support,Uniformly Distributed Load(p0)



DateFile NameSize(KB)MD5 Hash
2011/07/2020110720-001.pdf5019643a6b82a54e35012ca35afdcf99c10
2011/07/20Delete for Error20110716-003.pdf--

Keyword

Maximum Deflection of Slab:ω(p0*a^4/(E*h^3)),One Side Clamped and Three Other Sides Simple Support,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