Engineering Mechanics of Materials |
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Page 12
... axial forces in this bar , then plot the axial force diagram for it . A 6 k 4 k 18 k 12 k B 6 ft 4 ft 6 ft 5 ft- 10 k A B с D R -2 ft 2 ft 2 ft 2 ft- FIGURE H1.3 Column 1.4 The bar shown in Figure H1.4 is suspended as shown . It is ...
... axial forces in this bar , then plot the axial force diagram for it . A 6 k 4 k 18 k 12 k B 6 ft 4 ft 6 ft 5 ft- 10 k A B с D R -2 ft 2 ft 2 ft 2 ft- FIGURE H1.3 Column 1.4 The bar shown in Figure H1.4 is suspended as shown . It is ...
Page 13
... axial force diagram for the beam . Steel weighs 490 lb / ft3 and the cross - sectional area of the beam is 30 in.2 . 30 ft FIGURE H1.8 A = 30 in.2 H Section A - A 1.9 A 20 - ft - long vertical member AB of a metallic truss is shown in ...
... axial force diagram for the beam . Steel weighs 490 lb / ft3 and the cross - sectional area of the beam is 30 in.2 . 30 ft FIGURE H1.8 A = 30 in.2 H Section A - A 1.9 A 20 - ft - long vertical member AB of a metallic truss is shown in ...
Page 50
... axial force , shear , and moment diagrams for ABC . 2000 N / m FIGURE H1.59 1.60 Refer to Figure H1.60 and compute the reac- tions at A and D. Construct the axial force , shear , and moment diagrams for this member . Draw a free - body ...
... axial force , shear , and moment diagrams for ABC . 2000 N / m FIGURE H1.59 1.60 Refer to Figure H1.60 and compute the reac- tions at A and D. Construct the axial force , shear , and moment diagrams for this member . Draw a free - body ...
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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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 components 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 longitudinal 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 segment shaft shear force shear strain shown in Figure slope Solution Solve static statically indeterminate steel stress condition stress element T₁ tensile tension Tmax torque torsional V₁ vertical yield strength yield stress zero