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 6, Problem 6.8.3P
To determine
(a)
The lightest
To determine
(b)
The lightest
Expert Solution & Answer
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Q3 (5%): For the truss shown in the figure,
determine the element forces and state whether
they are in tension or compression. Joint C can be
assumed to act as a hinge. The final results should
he summarized in the following table.
408- 32
Member AR RC
DE EF
CH
Al
DF
Farce
(kips
State
(T or C)
A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g
= 3.0.
Determine the design tensile strength of the section based on yielding of the gross area.
Answer:
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1. A36 steel (Fy=36Ksi, Fu=58Ksi) is used for the tension member
shown in the figure below.
a. Determine the nominal strength based on the gross area.
b. Determine the nominal strength based on the net area.
PL % x14
2"
5"
2"
2. The tension member is a PL3/8 × 6 of A242 steel (Fy=50Ksi,
Fu=70Ksi). It is connected to a 3/8-in. thick gusset plate, also of
A242 steel, with 3/4-inch diameter bolts as shown in the figure
below. Determine the nominal block shear strength of the
tension member.
in
Chapter 6 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 6 - Prob. 6.2.1PCh. 6 - Prob. 6.2.2PCh. 6 - Prob. 6.6.1PCh. 6 - Prob. 6.6.2PCh. 6 - Prob. 6.6.3PCh. 6 - The member shown in Figure P6.6-4 is part of a...Ch. 6 - Prob. 6.6.5PCh. 6 - Prob. 6.6.6PCh. 6 - Prob. 6.6.7PCh. 6 - Prob. 6.6.8P
Ch. 6 - Prob. 6.6.9PCh. 6 - Prob. 6.6.10PCh. 6 - Prob. 6.6.11PCh. 6 - Prob. 6.6.12PCh. 6 - Prob. 6.6.13PCh. 6 - Prob. 6.7.1PCh. 6 - Prob. 6.7.2PCh. 6 - Prob. 6.8.1PCh. 6 - Prob. 6.8.2PCh. 6 - Prob. 6.8.3PCh. 6 - Prob. 6.8.4PCh. 6 - Prob. 6.8.5PCh. 6 - Prob. 6.8.6PCh. 6 - Prob. 6.8.7PCh. 6 - Prob. 6.8.8PCh. 6 - Prob. 6.8.9PCh. 6 - Prob. 6.8.10PCh. 6 - Prob. 6.9.1PCh. 6 - Prob. 6.9.2P
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