スラブのたわみ:隣接二辺固定、二辺単純支持

PDF Document:Deflection of Slab(ω),x=a/2,y=b/2,Two Adjacent Sides Clamped-Other Sides Simple Support,Uniformly Varying Load(0 to p0)


DateFile NameSize(KB)MD5 Hash
2011/08/2720110827-001.pdf44191155f6a336d3b6d527825b05f0665a6


Keyword

Deflection of Slab(ω):Two Adjacent Sides Clamped-Other Sides Simple Support,Uniformly Varying Load(0 to 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
[4]:S.Timoshenko:『Theory of plates and shells 1st ed.』,McGraw-Hill Book Company, inc.,1940
[5]:日本機械学会編:『機械工学便覧 基礎編 α3材料力学』,丸善,2005,pp.46-58
[6]:赤沼立巳:『長方形平板の曲げ強さの解析 上巻』,2009
[7]:赤沼立巳:『長方形平板の曲げ強さの解析 下巻』,2009

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 Varying Load(0 to p0)


PDF Document:Deflection of Slab(ω(m)):3D-Wireflame-Contour,Two Adjacent Sides Clamped-Other Sides Simple,Uniformly Varying Load(0 to 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
2011/08/2720110827-002.pdf56323371607c38e73a3f5577178a3ca38a6


Keyword

Deflection of Slab(ω):Two Adjacent Sides Clamped-Other Sides Simple Support,Uniformly Varying Load(0 to 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
[4]:S.Timoshenko:『Theory of plates and shells 1st ed.』,McGraw-Hill Book Company, inc.,1940
[5]:日本機械学会編:『機械工学便覧 基礎編 α3材料力学』,丸善,2005,pp.46-58
[6]:赤沼立巳:『長方形平板の曲げ強さの解析 上巻』,2009
[7]:赤沼立巳:『長方形平板の曲げ強さの解析 下巻』,2009

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 Varying Load(0 to p0)


PDF Document:Deflection of Slab(ω(m)):Contour,Two Adjacent Sides Clamped-Other Sides Simple,Uniformly Varying Load(0 to 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
2011/08/2720110827-003.pdf1594490d54a615b1bfd19c511b68d9ee1ec


Keyword

Deflection of Slab(ω):Two Adjacent Sides Clamped-Other Sides Simple Support,Uniformly Varying Load(0 to 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
[4]:S.Timoshenko:『Theory of plates and shells 1st ed.』,McGraw-Hill Book Company, inc.,1940
[5]:日本機械学会編:『機械工学便覧 基礎編 α3材料力学』,丸善,2005,pp.46-58
[6]:赤沼立巳:『長方形平板の曲げ強さの解析 上巻』,2009
[7]:赤沼立巳:『長方形平板の曲げ強さの解析 下巻』,2009

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 Varying Load(0 to p0)