Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Chapter 8, Problem 8.2.5P
To determine
The maximum bolt shear force.
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23
2.0
250 mm
A
D
P = 25 kN
B
30
60 C
TOP VIEW
280 mm
Member AD is fabricated by joining two bars (E=205GPA, G,A=82GPA) and is pinned to plate
ABC using a 5 mm diameter pins as shown in the figure. The yield strength of the pins is
T,=890MPA. Plate ABC is a right triangle and is fixed along its edge BC.
A 25KN Force P is then applied at end D causing a lateral strain in member AD with magnitude
equal to 7.5x104mm/mm. This also causes Point A to displace only along the horizontal
resulting to a shear strain at point A equal to y,=+0.00165rad.
Determine the following:
1. Poisson's ratio of material used in member AD, vD
2. The normal strain in member AD, CAD
3. The average stress experienced by pin A, TA
4. Factor of Safety of pin A with respect to yielding, FS,A
5. Displacement of point D, A,
Chapter 8 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 8 - Prob. 8.2.1PCh. 8 - Prob. 8.2.2PCh. 8 - A plate is used as a bracket and is attached to a...Ch. 8 - Prob. 8.2.4PCh. 8 - Prob. 8.2.5PCh. 8 - Prob. 8.2.6PCh. 8 - Prob. 8.2.7PCh. 8 - Prob. 8.2.8PCh. 8 - Prob. 8.2.9PCh. 8 - Prob. 8.2.10P
Ch. 8 - Prob. 8.2.11PCh. 8 - Prob. 8.2.12PCh. 8 - Prob. 8.2.13PCh. 8 - Prob. 8.3.1PCh. 8 - Prob. 8.3.2PCh. 8 - Prob. 8.3.3PCh. 8 - Prob. 8.3.4PCh. 8 - Prob. 8.3.5PCh. 8 - Prob. 8.3.6PCh. 8 - Prob. 8.3.7PCh. 8 - Prob. 8.3.8PCh. 8 - Prob. 8.3.9PCh. 8 - Prob. 8.3.10PCh. 8 - Use an elastic analysis and determine the maximum...Ch. 8 - Use an elastic analysis and determine the maximum...Ch. 8 - Use an elastic analysis and determine the maximum...Ch. 8 - Prob. 8.4.4PCh. 8 - Prob. 8.4.5PCh. 8 - Prob. 8.4.6PCh. 8 - Use an elastic analysis and compute the extra load...Ch. 8 - Use an elastic analysis and compute the extra load...Ch. 8 - Prob. 8.4.9PCh. 8 - Prob. 8.4.10PCh. 8 - Prob. 8.4.11PCh. 8 - Prob. 8.4.12PCh. 8 - Prob. 8.4.13PCh. 8 - Prob. 8.4.14PCh. 8 - Prob. 8.4.15PCh. 8 - Prob. 8.4.16PCh. 8 - Prob. 8.4.17PCh. 8 - Prob. 8.4.18PCh. 8 - a. Use LRFD and design a welded connection for the...Ch. 8 - Prob. 8.4.20PCh. 8 - Prob. 8.5.1PCh. 8 - Prob. 8.5.2PCh. 8 - Prob. 8.5.3PCh. 8 - Prob. 8.5.4PCh. 8 - Prob. 8.5.5PCh. 8 - Prob. 8.6.1PCh. 8 - Prob. 8.6.2PCh. 8 - Prob. 8.6.3PCh. 8 - Prob. 8.6.4PCh. 8 - Prob. 8.7.1PCh. 8 - Prob. 8.7.2PCh. 8 - Prob. 8.7.3PCh. 8 - Prob. 8.8.1PCh. 8 - Prob. 8.8.2PCh. 8 - Prob. 8.8.3PCh. 8 - Prob. 8.8.4P
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- A rigid bar BCD is connected by link at AC at point C as shown in the figure. The Structure is supported by bolts at A and B that are in the single shear. The bar is loaded by 4kn at point D. Determine the minimum diameter of the bolt at B if the allowable shear stress is 120 mpAarrow_forward250 mm A D P = 25 kN B 30 60 C TOP VIEW 280 mm Member AD is fabricated by joining two bars (E0=205GP,, Ga=82GPA) and is pinned to plate ABC using a 5 mm diameter pins as shown in the figure. The yield strength of the pins is T,=890MPA. Plate ABC is a right triangle and is fixed along its edge BC. A 25KN Force P is then applied at end D causing a lateral strain in member AD with magnitude equal to 7.5x10-mm/mm. This also causes Point A to displace only along the horizontal resulting to a shear strain at point A equal to y,=+0.00165rad. Determine the following: 1. Poisson's ratio of material used in member AD, vAD 2. The normal strain in member AD, caD 3. The average stress experienced by pin A, T, 4. Factor of Safety of pin A with respect to yielding, FS,A 5. Displacement of point D, A,arrow_forwardH The bell-crank mechanism is in equilibrium for an applied load of F₁ = 18 kN applied at A. Assume a = 270mm, b = 170mm, c = 70mm, and 9 = 50°. Pin B is in a double-shear connection and has a diameter of 24 mm. The bell crank has a thickness of 36 mm. Determine the bearing stress in the bell crank at B. Answer in MPa rounded-off to 2 decimal places. F₁ Bell crank Support bracket a B b F₂arrow_forward
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- Two 10-mm thick plate members are to be connected using straps of the same thickness and 12-mm diameter rivets as shown in the figure. Determine the maximum bearing stress if the maximum tensile stress on the plate members due to load "P' is 24 MPa. The members are 50-mm wide. Assuming all the rivets fill the holes. Strap Plate Member Plate P. Parrow_forwardIn the steel structure shown (see Figure Q1), a 6-mm-diameter pin is used at B and C and 10-mm-diameter pins are used at D and E. The load, P, is 2000 N. Determine the shear stress at all the pin connections, and the maximum normal stress in link BC and DE. Also, determine the bearing stress between link DE and the pins. Side view of link ABD. Other links are removed for clarity. Top view of joint B and C. Other links are removed for clarity, A 18 mm 150 mm 6 mm 18 mm 120 mm 6 mm 18 mm Top view of joint D and E. Other links are removed for clarity. D 120 mm 6 mm 150 mm D Earrow_forwardCivil Engineering. I need help. thanksarrow_forward
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