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PDF Document:Deflection of Slab(ω(m)):3D-Wireflame-Contour,Two Sides Simple-One Side Clamped-One Side Free,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
2011/08/1920110819-002.pdf530a9e037cb49deb0ec5d1c38abda782d80

Keyword


PDF Document:Deflection of Slab(ω(m)):3D-Wireflame-Contour,Two Sides Simple-One Side Clamped-One Side Free,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

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 Sides Simple-One Side Clamped-One Side Free,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
2011/08/1920110819-003.pdf573397cba5882c05314722fd09848f1716c

Keyword

Deflection of Slab(ω):Two Sides Simple-One Side Clamped-One Side Free,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 Sides Simple-One Side Clamped-One Side Free,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
2011/08/1920110819-004.pdf151c7415ddcc186d43b04bdfb73ef3e58e7

Keyword

Deflection of Slab(ω):Two Sides Simple-One Side Clamped-One Side Free,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 Sides Simple-One Side Clamped-One Side Free,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
2011/08/1920110819-005.pdf150ba650489cce371adb04426009c470339

Keyword

Deflection of Slab(ω):Two Sides Simple-One Side Clamped-One Side Free,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(p0*a^4/(E*h^3)),x=a/2,y=b,Two Sides Simple-One Side Clamped-One Side Free,Uniformly Varying Load(0 to p0)



DateFile NameSize(KB)MD5 Hash
2011/08/1920110819-006.pdf43001f78764472e25cf9a1f4c14e6c52693

Keyword

Deflection of Slab(ω):Two Sides Simple-One Side Clamped-One Side Free,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(p0*a^4/(E*h^3)),x=a/2,y=b/2,Two Sides Simple-One Side Clamped-One Side Free,Uniformly Varying Load(0 to p0)



DateFile NameSize(KB)MD5 Hash
2011/08/1920110819-007.pdf638675f315da65c8fa49c1618862c558891

Keyword

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