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 3, Problem 3.6.5P
To determine
The American Standard Channel section.
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A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An.
Section
215 x 3 x %6 LLBB
Determine the design tensile strength for LRFD.
Select one:
а. 66
b. 156
c. 78
d. 132
The given angle bar L125x75x12 with Ag = 2,269 sq.mm. is connected to a gusset plate using 20 mm diameter bolts as shown in the figure. Using A36 steel with Fy = 248 MPa and Fu = 400
MPa, determine the following:
2. Determine the nominal tensile strength of the 12 mm thick, A36 angle bar shown based on:
a. Gross yielding
b. Tensile rupture
Bolts used for the connection are 20 mm in diameter.
O O O O
O
O O
Effective net area of the tension member if the shear lag factor is 0.80.
Select the correct response:
1,516.1
1,354.4
1,431.2
1,221.6
A plate with width of 420 mm and thickness of 13 mm is to be connected
to a plate of the same width and thickness by 30 mm diameter bolts, as shown in the
Figure 1. The holes are 3mm larger than the bolt diameter. The plate is A36 steel with yield
strength Fy = 248MPa. Assume allowable tensile stress on net area is 0.60Fy. It is required to
determine the value of b such that the net width along bolts 1-2-3-4 is equl to the net width along
bolts 1-2-4.
W = 420 mm
t = 13 mm
a = 64 mm
c = 104 mm
d = 195 mm
Bolt Diameter = 30 mm
Holes Diameter = 30 mm + 3 = 33 mm
?? = 248 MPa
Allowable Tensile Stress on ?? = 0.60Fy
a. Calculate the vaue of b in millimeters.
b. Calculate the value of the net area for tension in plates in square millimeters.
c. Calculate the value of P so that the allowable tensile stress on net area will not be exceeded.
Chapter 3 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 3 - Prob. 3.2.1PCh. 3 - Prob. 3.2.2PCh. 3 - Prob. 3.2.3PCh. 3 - Prob. 3.2.4PCh. 3 - Prob. 3.2.5PCh. 3 - Prob. 3.2.6PCh. 3 - Prob. 3.3.1PCh. 3 - Prob. 3.3.2PCh. 3 - Prob. 3.3.3PCh. 3 - Prob. 3.3.4P
Ch. 3 - Prob. 3.3.5PCh. 3 - Prob. 3.3.6PCh. 3 - Prob. 3.3.7PCh. 3 - Prob. 3.3.8PCh. 3 - Prob. 3.4.1PCh. 3 - Prob. 3.4.2PCh. 3 - Prob. 3.4.3PCh. 3 - Prob. 3.4.4PCh. 3 - Prob. 3.4.5PCh. 3 - Prob. 3.4.6PCh. 3 - Prob. 3.5.1PCh. 3 - Prob. 3.5.2PCh. 3 - Prob. 3.5.3PCh. 3 - Prob. 3.5.4PCh. 3 - Prob. 3.6.1PCh. 3 - Prob. 3.6.2PCh. 3 - Prob. 3.6.3PCh. 3 - Select an American Standard Channel shape for the...Ch. 3 - Prob. 3.6.5PCh. 3 - Use load and resistance factor design and select a...Ch. 3 - Select a threaded rod to resist a service dead...Ch. 3 - Prob. 3.7.2PCh. 3 - Prob. 3.7.3PCh. 3 - Prob. 3.7.4PCh. 3 - Prob. 3.7.5PCh. 3 - Prob. 3.7.6PCh. 3 - Prob. 3.8.1PCh. 3 - Prob. 3.8.2PCh. 3 - Prob. 3.8.3PCh. 3 - Prob. 3.8.4PCh. 3 - Prob. 3.8.5P
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