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Page 9
... equations just mentioned become : - Shearing stress , S = Σ ( P ) Moment of flexure , M = ( P ) Curvature , = 1 M P ' : = R EI Total bending , B = Σ ( P ' ) = ( M ) Deflection , D = ≥ ( P'æ ) = Σ ( 1 ) EI 6 A few trials will enable us ...
... equations just mentioned become : - Shearing stress , S = Σ ( P ) Moment of flexure , M = ( P ) Curvature , = 1 M P ' : = R EI Total bending , B = Σ ( P ' ) = ( M ) Deflection , D = ≥ ( P'æ ) = Σ ( 1 ) EI 6 A few trials will enable us ...
Page 10
... equations ( 3 ) , ( 4 ) , ( 5 ) , or ( 3 ) , ( 4 ′ ) , ( 5 ′ ) . According to the accepted theory of perfectly elastic material , the sharpness of the curvature of a uniform girder is Equation ( 1 ) expresses the loading , directly ...
... equations ( 3 ) , ( 4 ) , ( 5 ) , or ( 3 ) , ( 4 ′ ) , ( 5 ′ ) . According to the accepted theory of perfectly elastic material , the sharpness of the curvature of a uniform girder is Equation ( 1 ) expresses the loading , directly ...
Page 11
... equation ( 4 ) or girder . ( 4 ' ) . Again , if bending occurs at a point distant from 0 , as A , and the tangent at A be considered as fixed , then O is de- flected from this tangent , and the amount of such deflection depends both ...
... equation ( 4 ) or girder . ( 4 ' ) . Again , if bending occurs at a point distant from 0 , as A , and the tangent at A be considered as fixed , then O is de- flected from this tangent , and the amount of such deflection depends both ...
Page 13
... equation ( 5 ) the deflec- tion OC - e . M. AO whose vertical and horizontal compo- nents are Уа = CE and Xa OE specting deflections , which the reader can easily enunciate for himself . Before entering upon the particular discussions ...
... equation ( 5 ) the deflec- tion OC - e . M. AO whose vertical and horizontal compo- nents are Уа = CE and Xa OE specting deflections , which the reader can easily enunciate for himself . Before entering upon the particular discussions ...
Page 15
... equations : yb = e . Σ ( M ) = 0 .. Σ ( M ) = 0 . This is one of two conditions which are to enable us to fix the position of the true closing line hh ' in this case . The other condition results from the fact that the algebraic sum of ...
... equations : yb = e . Σ ( M ) = 0 .. Σ ( M ) = 0 . This is one of two conditions which are to enable us to fix the position of the true closing line hh ' in this case . The other condition results from the fact that the algebraic sum of ...
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New Constructions in Graphical Statics (Classic Reprint) Henry Turner Eddy No preview available - 2017 |
Common terms and phrases
abutment actual angle angle of friction applied weights arch rib Artillery assumed bending mo bending moments Brevet bridge brium polygon cable center of gravity center vertical Cloth compression cone construction convenient crown deflection curve determine dome of masonry draw drawn Edition elongated engravings equal equation equili flexible Gunnery hinge joints hoop tension horizontal thrust Illustrated inertia Infantry intersect load line Louis Arch lune manner Manual ment meridian metal Military moment of inertia moving load negative loading obtain ordi ordinates Ordnance parallel piers plane pole distance polygon e positive load Prop proportional quantities radial ratio resistance Revised Rifle scale second equilibrium polygon segments shear shearing stress span stiffening truss straight girder stresses surface sustained Tactics tangent temperature thickness third closing line tion triangle U. S. Army U. S. Navy vertical resistances wall weight line wood-cuts
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