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 truss is loaded as shown in the figure. The cross-
sectional area of each member is 500 mm^2. Hint:
Use method of section in getting the axial forces.
Use the guide cutting sections.
L-6 m+6m- N
25 kN
8 m
50 kN -
a 8 m
50 kN
8 m
50 kN
8 m
B.
9. Find the axial stress in member HK
O 35.34 MPa
O 31.12 MPa
O 33.34 MPa
O 37.12 MPa
Question 10
10. Find the axial stress in member HJ.
O 125 MPa
О 123 МPа
O 127 MPa
O 129 MPa
250 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,
Q1: A circular steel rod ABCD is loaded as shown below. Use the following data
to Find the maximum stress and the deformation (AL) of the rod. Take E= 200
GPa.
A
P1
L1
E Dia. 1
L2
Dia. 2
C
L3
P2
30 mm o
P3
Dia. 1
Dia. 2
P1
P2
P3
L1
L2
L3
Name
(mm)
(mm)
(kN)
(kN)
(kN)
(mm)
(mm)
(mm)
45
40
100
35
30
1300
2100
1300
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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- 4 in 7/8 in 7/8 in 2. The lap joint shown in the figure, is fastened by four 25mm.-diameter rivets. Calculate the maximum safe load P in N that can be applied if the shearing stress in the rivets is limited to 80 MPa and the bearing stress in the plates is limited to 120 MPa. Assume the applied load is uniformly distributed among the four rivets.arrow_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_forwardTwo 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_forward
- The bell-crank mechanism is in equilibrium for an applied load of F1 = 19 kN applied at A. Assume a = 280mm, b = 170mm, c = 80mm, and θ = 45°. Pin B is in a double-shear connection and has a diameter of 30 mm. The bell crank has a thickness of 29 mm. Determine the bearing stress in the bell crank at B. Express your answer in MPa rounded to the nearest tenths.arrow_forwardQ1: A circular steel rod ABCD is loaded as shown below. Use the following data to Find the maximum stress and the deformation (AL) of the rod. Take E = 200 GPa. A L1 Dia. 1 + B B P1 L2 Dia. 2 P2 L3 30 mm o P3 Dia. 1 Dia. 2 P1 P2 P3 L1 L2 L3 (mm) (mm) (kN) (kN) (kN) (mm) (mm) (mm) 60 45 105 25 1350 2150 1350 40arrow_forwardSITUATION 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_forward
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