Civil Engineering Steel Design (Activate Learning with these NEW titles from Engineering!)The tension member shown in Figure P3.2-5 must resist a service dead load of 25 kips and a service live load of 45 kips. Does the member have enough strength? The steel is A588, and the bolts are 1 1 8 inches in diameter. Assume that A e = A n . a . Use LRFD. b . Use ASD.

The tension member shown in Figure P3.2-5 must resist a service dead load of 25 kips and a service live load of 45 kips. Does the member have enough strength? The steel is A588, and the bolts are 1 1 8 inches in diameter. Assume that A e = A n . a . Use LRFD. b . Use ASD.

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Steel Design (Activate Learning wi...

6th Edition

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Publisher: Cengage Learning

ISBN: 9781337094740

Chapter 3, Problem 3.2.5P

Textbook Problem

The tension member shown in Figure P3.2-5 must resist a service dead load of 25 kips and a service live load of 45 kips. Does the member have enough strength? The steel is A588, and the bolts are 1 1 8 inches in diameter. Assume that A e = A n .

a. Use LRFD.

b. Use ASD.

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Chapter 3 Solutions

Steel Design (Activate Learning with these NEW titles from Engineering!)

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Ch. 3 - A PL 3 8 7 tension member is connected with three...Ch. 3 - A PL 3 8 6 tension member is welded to a gusset...Ch. 3 - A C811.5 is connected to a gusset plate with 7 8...Ch. 3 - A PL 1 2 8 tension member is connected with six...Ch. 3 - The tension member shown in Figure P3.2-5 must...Ch. 3 - A double-angle tension number, 2L 321 4 LLBB, of...Ch. 3 - Determine the effective area, Ae, for each case,...Ch. 3 - A single-angle tension member is connected to a...Ch. 3 - An L433 8 tension member is welded to a gusset...Ch. 3 - An L551 2 tension member of A588 steel is...

Ch. 3 - An L645 8 tension member of A36 steel is connected...Ch. 3 - A PL1 4 5 is used as a tension member and is...Ch. 3 - A W1235 of A992 steel is connected through its...Ch. 3 - A WT617.5 is welded to a plat: as shown in Figure...Ch. 3 - The tension member shown in Figure P3.4-l is 1 2...Ch. 3 - A tension member is composed of two 1 2 10 plates....Ch. 3 - The tension member shown in Figure P3.4-3 is a PL3...Ch. 3 - A C920 tension member is connected with 11 8...Ch. 3 - A double-angle shape, 2L743 8 , is used as a...Ch. 3 - An L447 16 tension member is connected with 3 4...Ch. 3 - Compute the nominal block shear strength of the...Ch. 3 - Determine the nominal block shear strength of the...Ch. 3 - In the connection shown in Figure P3.5-3, the...Ch. 3 - In the connection shown in Figure P3.5-4, ASTM...Ch. 3 - Select a single-angle tension member of A36 steel...Ch. 3 - Use A36 steel and select the lightest American...Ch. 3 - Select a double-angle tension member to resist a...Ch. 3 - Select an American Standard Channel shape for the...Ch. 3 - Use load and resistance, factor design and select...Ch. 3 - Use load and resistance factor design and select a...Ch. 3 - Select a threaded rod to resist a service dead...Ch. 3 - A W1448 is supported by two tension rods AB and...Ch. 3 - Same as Problem 3.7-2, but use allowable stress...Ch. 3 - As shown in Figure P3.7-4, members AC and BD are...Ch. 3 - What size A36 threaded rod is required for member...Ch. 3 - A pipe is supported at 10-foot intervals by a...Ch. 3 - Use A992 steel and select a structural me for the...Ch. 3 - Use LRFD and select single-angle shapes for the...Ch. 3 - Compute the, factored joint loads for the truss of...Ch. 3 - Design the tension members of the roof truss shown...Ch. 3 - Use A36 steel and design sag rods for the truss of...

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The tension member shown in Figure P3.2-5 must resist a service dead load of 25 kips and a service live load of 45 kips. Does the member have enough strength? The steel is A588, and the bolts are 1 1 8 inches in diameter. Assume that A e = A n . a . Use LRFD. b . Use ASD.

Steel Design (Activate Learning wi...

Steel Design (Activate Learning wi...

Solutions

The tension member shown in Figure P3.2-5 must resist a service dead load of 25 kips and a service live load of 45 kips. Does the member have enough strength? The steel is A588, and the bolts are 1 1 8 inches in diameter. Assume that A e = A n . a. Use LRFD. b. Use ASD.

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Chapter 3 Solutions

Additional Engineering Textbook Solutions

The tension member shown in Figure P3.2-5 must resist a service dead load of 25 kips and a service live load of 45 kips. Does the member have enough strength? The steel is A588, and the bolts are 1 1 8 inches in diameter. Assume that A e = A n .

a. Use LRFD.

b. Use ASD.