Engineering Mechanics of Materials |
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Page 334
... shear deflection varies as the square of the length / depth ratio . This function is plotted in Figure 6.25 ( c ) ... center C , of the end cross section , which assures that the beam will bend without twisting . In the cross section depicted ...
... shear deflection varies as the square of the length / depth ratio . This function is plotted in Figure 6.25 ( c ) ... center C , of the end cross section , which assures that the beam will bend without twisting . In the cross section depicted ...
Page 672
... shear center of the channel section are established as given by Eqs . ( g ) and ( h ) , and its location is depicted by point C , in Figure 14.8 ( d ) . Note that the shear center of a given cross section is a function only of its ...
... shear center of the channel section are established as given by Eqs . ( g ) and ( h ) , and its location is depicted by point C , in Figure 14.8 ( d ) . Note that the shear center of a given cross section is a function only of its ...
Page 765
... shear stress , 67 , 68 Allowable stress , 489-90 American Institute of Steel Construction , 737-45 American Society ... center of shear . See Shear center concrete . See Reinforced concrete beams curved . See Curved beams defined , 23 ...
... shear stress , 67 , 68 Allowable stress , 489-90 American Institute of Steel Construction , 737-45 American Society ... center of shear . See Shear center concrete . See Reinforced concrete beams curved . See Curved beams defined , 23 ...
Contents
T Shear and Moment at Specified Sections | 24 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
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acting allowable angle of twist applied Assume axes axis beam bending cantilever centroidal circle column components compressive Compute Consider constant construct coordinate cross section curve deflection deformation depicted in Figure Determine developed diameter direction discussed elastic element energy equal equation equilibrium Example expressed factor failure flexural force free-body diagram function given inertia joint length limit load material maximum shear stress method modulus moment moments neutral axis normal stress Note obtained plane plot positive principal stresses Problem properties quantity ratio reactions Refer to Figure relation represents resist respect rotation segment shaft shown in Figure slope Solution Solve static steel strain strength structural subjected Substitution supported surface tensile tension theory tion torque unit yield zero