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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Question
Chapter 4, Problem 4.6.7P
To determine
(a)
Select a section for obtained effective strength.
To determine
(b)
Select a steel pipe for the obtained values.
To determine
(c)
Select a square HSS for the obtained loads.
To determine
(d)
Select a rectangular HSS for the obtained loads
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Situation 8: For the connection shown in the figure.
Pu = 80 KN, x1 = 200, x2 = 100, y1 = 50, y2 = y3 = y4 = 100
y1
y2
y3
y4
O 80 MPa
O 71 MPa
O 74 MPa
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O 86 MPa
O
1. Which of the following nearly gives the shearing stress of the most stress bolt? Use 20 mm diameter bolt.
x1
O
O
O
x2
H.W4:
a- A copper bar is 900 mm long and circular in section. It consists of 200 mm long bar of 40 mm
diameter, 500 mm long bar of 15 mm diameter and 200 mm long bar of 30 mm diameter. If the
bar is subjected to a tensile load of 60 kN, find the total extension of the bar. Take E for the bar
material as 100 GPa.
b- A stepped bar ABCD consists of three parts AB, BC and CD such that AB is 300 mm long
and 20 mm diameter, BC is 400 mm long and 30 mm diameter and CD is 200 mm long and
40 mm diameter. It was observed that the stepped bar undergoes a deformation of 0.42 mm,
when it was subjected to a compressive load P. Find the value of P, if E = 200 GPa.
For the clevis connection shown, determine the shear stress in the 23-mm-diameter bolt for an applied load of P = 165 kN.
O 141 MPa
O 211 MPa
O 167 MPa
O 120 MPa
O 199 MPa
Clevis
Chapter 4 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 4 - Prob. 4.3.1PCh. 4 - Prob. 4.3.2PCh. 4 - Prob. 4.3.3PCh. 4 - Prob. 4.3.4PCh. 4 - Prob. 4.3.5PCh. 4 - Prob. 4.3.6PCh. 4 - Prob. 4.3.7PCh. 4 - Prob. 4.3.8PCh. 4 - Prob. 4.4.1PCh. 4 - Prob. 4.4.2P
Ch. 4 - Prob. 4.6.1PCh. 4 - Prob. 4.6.2PCh. 4 - Prob. 4.6.3PCh. 4 - Prob. 4.6.4PCh. 4 - Prob. 4.6.5PCh. 4 - Prob. 4.6.6PCh. 4 - Prob. 4.6.7PCh. 4 - Prob. 4.6.8PCh. 4 - Prob. 4.6.9PCh. 4 - Prob. 4.7.1PCh. 4 - Prob. 4.7.2PCh. 4 - Prob. 4.7.3PCh. 4 - Use A992 steel and select a W14 shape for an...Ch. 4 - Prob. 4.7.5PCh. 4 - Prob. 4.7.6PCh. 4 - Prob. 4.7.7PCh. 4 - The frame shown in Figure P4.7-8 is unbraced, and...Ch. 4 - Prob. 4.7.9PCh. 4 - Prob. 4.7.10PCh. 4 - Prob. 4.7.11PCh. 4 - Prob. 4.7.12PCh. 4 - Prob. 4.7.13PCh. 4 - Prob. 4.7.14PCh. 4 - Prob. 4.8.1PCh. 4 - Prob. 4.8.2PCh. 4 - Prob. 4.8.3PCh. 4 - Prob. 4.8.4PCh. 4 - Prob. 4.9.1PCh. 4 - Prob. 4.9.2PCh. 4 - Prob. 4.9.3PCh. 4 - Prob. 4.9.4PCh. 4 - Prob. 4.9.5PCh. 4 - Prob. 4.9.6PCh. 4 - Prob. 4.9.7PCh. 4 - Prob. 4.9.8PCh. 4 - Prob. 4.9.9PCh. 4 - Prob. 4.9.10PCh. 4 - Prob. 4.9.11PCh. 4 - Prob. 4.9.12P
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