(a) The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

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Answer 1

Question

Chapter 8, Problem 8.8.1P

To determine

(a)

The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

To determine

(b)

The adequacy of the bolts in the given end connection using allowable strength design (ASD) method.

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Problem 7: The load that will be applied to the connection shown has a live load - to - dead load ratio of 3.0. Investigate all limit states. All structural steel is A36, and the weld is a 1/4-inch fillet weld with E70 electrodes. Note that the tension member is a double-angle shape, and both of the angles are welded as shown. Use ASD. Determine the following. 5" 5" 2L5 X 32 X 5/16 LLBB -t = ³/8" Maximum service load that can be applied without exceeding the allowable capacity on yielding on gross area of the tension member (double angle). Maximum service load that can be applied without exceeding the allowable fracture on the net area of the tension member (double angle). Maximum service load that can be applied without exceeding the allowable block shear strength. Considering the weld metal and base metal strength, calculate the maximum service load that can be applied.

Determine the maximum service load P that can be resisted safely by the welded connection shown. Use ASD. E80 10 150 300 200

Design a welded connection for an MC9x23.9 of A572 Grade 50 steel connected to a 3/8-inch-thick gusset plate (Figure 6). The gusset plate is A36 steel. Show your results on a sketch, complete with dimensions. = 3/8" Figure 6 D = 48 k L = 120 k MC9 x 23.9 a. Use LRFD. b. Use ASD.

Answer 2

Question

Chapter 8, Problem 8.8.1P

To determine

(a)

The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

To determine

(b)

The adequacy of the bolts in the given end connection using allowable strength design (ASD) method.

Expert Solution & Answer

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Answer 3

Question

Chapter 8, Problem 8.8.1P

To determine

(a)

The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

To determine

(b)

The adequacy of the bolts in the given end connection using allowable strength design (ASD) method.

Expert Solution & Answer

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Check out a sample textbook solution

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Answer 4

Question

Chapter 8, Problem 8.8.1P

To determine

(a)

The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

To determine

(b)

The adequacy of the bolts in the given end connection using allowable strength design (ASD) method.

Expert Solution & Answer

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Check out a sample textbook solution

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Answer 5

Chapter 8, Problem 8.8.1P

To determine

(a)

The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

To determine

(b)

The adequacy of the bolts in the given end connection using allowable strength design (ASD) method.

Answer 6

Chapter 8, Problem 8.8.1P

To determine

(a)

The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

Answer 7

Chapter 8, Problem 8.8.1P

To determine

(a)

The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

Answer 8

To determine

(b)

The adequacy of the bolts in the given end connection using allowable strength design (ASD) method.

Answer 9

To determine

(b)

The adequacy of the bolts in the given end connection using allowable strength design (ASD) method.

Answer 10

Expert Solution & Answer

Answer 11

Expert Solution & Answer

Answer 12

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Answer 13

Ch. 8 - Prob. 8.2.1P Ch. 8 - Prob. 8.2.2P Ch. 8 - A plate is used as a bracket and is attached to a...Ch. 8 - Prob. 8.2.4P Ch. 8 - Prob. 8.2.5P Ch. 8 - Prob. 8.2.6P Ch. 8 - Prob. 8.2.7P Ch. 8 - Prob. 8.2.8P Ch. 8 - Prob. 8.2.9P Ch. 8 - Prob. 8.2.10P

(a) The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

Solution Summary: The author analyzes the adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

(a)

The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

(b)

The adequacy of the bolts in the given end connection using allowable strength design (ASD) method.

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Chapter 8 Solutions

(a) The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

Solution Summary: The author analyzes the adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

(a) The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

(b) The adequacy of the bolts in the given end connection using allowable strength design (ASD) method.

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Chapter 8 Solutions

(a)

The adequacy of the bolts in the given end connection using load and resistance factor design (LRFD) method.

(b)

The adequacy of the bolts in the given end connection using allowable strength design (ASD) method.