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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Textbook Question
Chapter 3, Problem 3.7.1P
Select a threaded rod to resist a service dead load of 45 kips and a service live load of 5 kips. Use A36 steel.
a. U36 LRFD.
b. Use ASD.
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Use A36 steel and select the lightest American Standard Channel for a tension member that will safely support a service dead load of 444.82 kN and service live load of 222.41 kN. The member is 6.1 m long, and it is connected through the web with two lines of 25 mm diameter bolts. The length of the connection is 150mm.
a. Use LRFD
b. Use ASD
The tension member shown is a C12 x 20.7 of A572 grade 50 steel. Will it safely support a service dead load of 60 kips and a service live load of 125 kips? Use eq. 3.1 for U.
A plate 1⁄2 3 4 of A36 steel is used as a tension member to carry a service dead load of 6 kips and a service live load of 18 kips. It is to be attached to a 3⁄8-inch gusset plate, as shown in Figure. Design a welded connection.
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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- A plate is used as a bracket and is attached to a column flange, as shown in Figure P8.2-3. Use an elastic analysis and compute the maximum bolt shear force.arrow_forwardA beam is connected to a column with 3⁄4inchdiameter, Group A slipcritical bolts, as shown in Figure . A992 steel is used for the beam and column, and A36 steel is used for the angles. The force R is the beam reaction. Based on the strength of the 10 angletocolumn bolts, determine: a. The maximum available factored load reaction, Ru, for LRFD. b. The maximum available service load reaction, Ra, for ASD.arrow_forwardA W16x45 (A992 steel) (see below) is used in tension and connected to a plate on each flange. Determine the nominal strength based on the effective area (Ae) two ways: First, use the usual shear lag factor equation U = 1 –(?̅/L). Next use the alternative ‘U’ value from AISC Table D3.1.arrow_forward
- The details of an end bearing stiffener are shown in Figure . The stiffener plates are 9⁄16-inch thick, and the web is 3⁄16-inch thick. The stiffeners are clipped 1⁄2 inch to provide clearance for the flange-to-web welds. All steel is A572 Grade 50. a. Use LRFD and determine the maximum factored concentrated load that can be supported. b. Use ASD and determine the maximum service concentrated load that can be supported.arrow_forwardA 20-foot long column is pinned at the bottom and fixed against rotation but free to translate at the top. It must support a service dead load of 110 kips and a service live load of 110 kips. a. Select a W12 of A992 steel. Use the column load tables. 1. Use LRFD. 2. Use ASD. b. Select a W18 of A529 Grade 55 steel. Use the trial-and-error approach covered in Section 4.6. 1. Use LRFD. 2. Use ASD.arrow_forwardSelect a rectangular (not square) HSS for use as a 15-foot-long compression member that must resist a service dead load of 35 kips and a service live load of 80 kips. The member will be pinned at each end, with additional support in the weak direction at midheight. Use A500 Grade C steel. a. Use LRFD. b. Use ASDarrow_forward
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