Engineering Mechanics of Materials |
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Page 12
... axial forces in this bar , then plot the axial force diagram for it . Column 6k 18 k 12 k B 6 ft 4 ft 6 ft 5 ft- FIGURE H1.5 10 k B C D R 2 k 2 ft 2 ft +21 FIGURE H1.3 2 ft- 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 . Column 6k 18 k 12 k B 6 ft 4 ft 6 ft 5 ft- FIGURE H1.5 10 k B C D R 2 k 2 ft 2 ft +21 FIGURE H1.3 2 ft- 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 . 4000 N Ri 12 kN - m 2 m m tim 2 m 7 m FIGURE H1.59 R2 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 ...
... axial force , shear , and moment diagrams for ABC . 4000 N Ri 12 kN - m 2 m m tim 2 m 7 m FIGURE H1.59 R2 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 ...
Contents
Internal Forces in Members | 1 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
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Common terms and phrases
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 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 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