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PDF Document:Deflection at center of Slab(ω),x=0,y=b/2,Three Sides Clamped-One Side Simple,Uniformly Varying Load(0 to p0)



DateFile NameSize(KB)MD5 Hash
2011/08/2320110823-001.pdf317dd19500a3e7cb687275cc02905d8be68

Keyword

Deflection of Slab(ω):Three Sides Clamped-One Side Simple,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,Three Sides Clamped-One Side 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
2011/08/2320110823-002.pdf57217803d4e9027e094307f22983f536590

Keyword

Deflection of Slab(ω):Three Sides Clamped-One Side Simple,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,Three Sides Clamped-One Side Simple,Uniformly Varying Load(0 to p0),E(N/mm^2)=20000,h(m)=0.5,ν=0.15,a(m)=10,b(m)=15,p0(N/m^2)=10000



DateFile NameSize(KB)MD5 Hash
2011/08/2320110823-003.pdf6246015b5e1bae772717768ce9b205e3de4

Keyword

Deflection of Slab(ω):Three Sides Clamped-One Side Simple,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,Three Sides Clamped-One Side 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
2011/08/2320110823-004.pdf16068b30b30631d8a7b6041fa557613f224

Keyword

Deflection of Slab(ω):Three Sides Clamped-One Side Simple,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,Three Sides Clamped-One Side Simple,Uniformly Varying Load(0 to p0),E(N/mm^2)=20000,h(m)=0.5,ν=0.15,a(m)=10,b(m)=15,p0(N/m^2)=10000



DateFile NameSize(KB)MD5 Hash
2011/08/2320110823-005.pdf15107d27053ca722188b1d37365b968af56

Keyword

Deflection of Slab(ω):Three Sides Clamped-One Side Simple,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)