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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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 mpA
SHOW COMPLETE SOLUTION AND DRAW THE FBD.
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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- H 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_forwardSHOW SOLUTION, FBD, AND PLS WRITE LEGIBLEarrow_forwardAssume that the clamp shown has been tightened on wooden planks being glued together until P = 420 N. Determine the stress in A and D Find the location of the neutral axisarrow_forward
- Solve the plate shown in the figure, Include fbd on solutionsarrow_forwardW/FBDarrow_forwardP 60° 3. The tension member is fastened together using a single bolt as shown. The bolt has a diameter of 0.6 in. Determine the maximum load P that can be applied to the member if the allowable shear stress for the bolts is 8 ksi and the allowable average normal stress is 12 ksi.arrow_forward
- 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_forwardset a onlyarrow_forward
- SITUATION 2 The bracket show in the figure is bolted with 5-20mm dia. Bolts. It carries an eccentric load of P=35KN. Using elastic method of analysis. a. Compute the location of the centroid of the group of the bolts measured to the left of A and below that of A. b. Compute the shearing stress of bolt A c. Compute the shearing stress of bolt B P=35 kN 150 , 250 mm 100 100 Barrow_forwardThe rigid bar AD (figure STR-4) is supported by two steel wires of 1.5mm diameter (E = 200 GPa) and a pin and bracket at D. Knowing that the wires were initially taut. Determine the following: a. The additional tension in wire BE when a load P=900 N is applied at D. b. The additional stress in wire FC when a load P = 900 N is applied at D c. The corresponding deflection at point D.arrow_forwardMember AB consists of a single C130 x 10.4 steel channel of length 2.5 m. Knowing that the pins A and B pass through the centroid of the cross section of the channel, determine the factor of safety for the load shown with respect to buckling in the plane of the figure when 0 = 30°. Take P= 7.2 kN. Use E= 200 GPa. (Round the final answer to two decimal places.) EPT 2.5 m The factor of safety is B Parrow_forward
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