Engineering Mechanics of Materials |
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Page 406
... steel column which was designed to meet special framing conditions in a building addition . It is axially loaded and fabricated of welded steel and is 16 ft . long . If E 29 × 106 psi , σ = 32,000 psi , and the column may be assumed ...
... steel column which was designed to meet special framing conditions in a building addition . It is axially loaded and fabricated of welded steel and is 16 ft . long . If E 29 × 106 psi , σ = 32,000 psi , and the column may be assumed ...
Page 425
... steel column is 8.00 m long and has the box shape shown in Figure H8.32 . It is fabricated of structural steel with a yield stress of 344.8 MPa . The appropriate column equations are shown in Figure 8.14 . Determine the safe load that ...
... steel column is 8.00 m long and has the box shape shown in Figure H8.32 . It is fabricated of structural steel with a yield stress of 344.8 MPa . The appropriate column equations are shown in Figure 8.14 . Determine the safe load that ...
Page 691
... steel and concrete stresses . Use n = 10 . = 14.37 The cross section described in Problem 14.36 is to be used for a 10 - ft - long cantilever beam . Note that the steel would have to be placed near the top of the cantilever beam in ...
... steel and concrete stresses . Use n = 10 . = 14.37 The cross section described in Problem 14.36 is to be used for a 10 - ft - long cantilever beam . Note that the steel would have to be placed near the top of the cantilever beam in ...
Contents
Internal Forces in Members | 1 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
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absolute maximum shear aluminum angle of twist applied Assume axes axial force axially loaded beam shown bending C₁ cantilever beam Castigliano's second theorem column compressive Compute coordinate cross section cross-sectional area cylinder deflection deformation depicted in Figure Determine diameter elastic curve equal equation equilibrium Example factor of safety flexural stress free-body diagram Homework Problems k-ft k-in kN-m length M₁ material maximum shear stress MN/m² modulus of elasticity Mohr's circle moment of inertia neutral axis normal stress obtained perpendicular plane stress plot principal centroidal axis principal stresses r₁ ratio Refer to Figure respect rotation section a-a shaft shear strain shown in Figure slope Solution Solve static statically indeterminate steel stress at point stress condition stress element T₁ tensile tension Tmax torque torsional V₁ yield strength yield stress zero σ₁