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Page 242
... tion of the section in part ( a ) . 5.36 The cross section shown in Figure H5.21 is that for a simply supported beam 20 ft long which is to carry a uniform load of intensity 300 lb / ft acting ver- tically downward along the entire ...
... tion of the section in part ( a ) . 5.36 The cross section shown in Figure H5.21 is that for a simply supported beam 20 ft long which is to carry a uniform load of intensity 300 lb / ft acting ver- tically downward along the entire ...
Page 426
... tion 7.5 x 9.5 in . Determine the allowable load P that may be safely applied to this longleaf yellow pine column . 8.38 Refer to Example 8.9 and compare the hollow circular cast iron column with a change of shape to a hollow square ...
... tion 7.5 x 9.5 in . Determine the allowable load P that may be safely applied to this longleaf yellow pine column . 8.38 Refer to Example 8.9 and compare the hollow circular cast iron column with a change of shape to a hollow square ...
Page 504
... tion to resist an applied torque of 25,000 lb - in . Choose the length of the rectangle to be twice the width . The allowable shearing stress is 10,000 psi and the angle of twist per unit length is not to exceed 4.00 x 10 - rad / in ...
... tion to resist an applied torque of 25,000 lb - in . Choose the length of the rectangle to be twice the width . The allowable shearing stress is 10,000 psi and the angle of twist per unit length is not to exceed 4.00 x 10 - rad / in ...
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