Engineering Mechanics of Materials |
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Page 29
... acting on the com- plete beam and thus the technique employed above is valid . However , V , and MA are internal ... acting on the left part of the beam in Figure 1.16 ( c ) . 1 Σ Ε , = 0 -VA + 400-533 = 0 V1 = -133 lb up on the left fbd ...
... acting on the com- plete beam and thus the technique employed above is valid . However , V , and MA are internal ... acting on the left part of the beam in Figure 1.16 ( c ) . 1 Σ Ε , = 0 -VA + 400-533 = 0 V1 = -133 lb up on the left fbd ...
Page 51
... acting at B. 600 lb - ft Linear 120 lb / ft A E 12 ft D 10 ft 800 lb 600 lb FIGURE H1.65 10 ft FIGURE H1.63 1.64 Determine the reactions acting at A and C on the member depicted in Figure H1.64 . Construct axial Linear 1.66 For the ...
... acting at B. 600 lb - ft Linear 120 lb / ft A E 12 ft D 10 ft 800 lb 600 lb FIGURE H1.65 10 ft FIGURE H1.63 1.64 Determine the reactions acting at A and C on the member depicted in Figure H1.64 . Construct axial Linear 1.66 For the ...
Page 55
... acting , and two subscripts to a shear stress , the first of which designates the plane on which it is acting and the second its direction . For example , σ , is a normal stress acting on the X plane , t ,, is a shear stress acting on ...
... acting , and two subscripts to a shear stress , the first of which designates the plane on which it is acting and the second its direction . For example , σ , is a normal stress acting on the X plane , t ,, is a shear stress acting on ...
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