(a) If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

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Answer 1

Question

Chapter 8, Problem 8.6.1P

To determine

(a)

If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

To determine

(b)

If the bolts have enough shear strength or not using allowable strength design (ASD) method.

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See image below. Five M16 8.8/s bolts are used in the connection between a beam and a column. Both sides of the cleat plate are welded to column using fillet weld (Manual metal arc AS4855 B- E43XX) with size of 6 mm. The design force transferred from beam to column is 250 kN. The cleat plate has thickness of 12 mm, fy = 300 MPa, and fu- 360 MPa. Determine the unit stress sustained by the weld (in MPa, keep 1 decimal place). 8.8/5 -360UB56.7 300 Plus 360 So 7°

See image below. Five M16 8.8/s bolts are used in the connection between a beam and a column. Both sides of the cleat plate are welded to column using fillet weld (Manual metal arc AS4855 B-E43XX) with size of 6 mm. The design force transferred from beam to column 250 kN. The cleat plate has thickness of 12 mm, fy = 300 MPa, and fu = 360 MPa. Determine the unit stress sustained by the weld (in MPa, keep 1 decimal place). 8.8/5 -360 UB56.7 300 Plus 140 70 360

Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4 - 22 mm diameter bolts. 12 mm bolts t=12 mm t=12 mm P. P- P 300 75 75 75 Edge distances -75 mm dhole for tensile and rupture d, +3 mm dnole for bearing strength for L- de +1.5 mm Fy 248 MPa F.- 400 MPa

Answer 2

Question

Chapter 8, Problem 8.6.1P

To determine

(a)

If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

To determine

(b)

If the bolts have enough shear strength or not using allowable strength design (ASD) method.

Expert Solution & Answer

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Check out a sample textbook solution

See solution

Answer 3

Question

Chapter 8, Problem 8.6.1P

To determine

(a)

If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

To determine

(b)

If the bolts have enough shear strength or not using allowable strength design (ASD) method.

Expert Solution & Answer

Want to see the full answer?

Check out a sample textbook solution

See solution

Answer 4

Question

Chapter 8, Problem 8.6.1P

To determine

(a)

If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

To determine

(b)

If the bolts have enough shear strength or not using allowable strength design (ASD) method.

Expert Solution & Answer

Want to see the full answer?

Check out a sample textbook solution

See solution

Answer 5

Chapter 8, Problem 8.6.1P

To determine

(a)

If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

To determine

(b)

If the bolts have enough shear strength or not using allowable strength design (ASD) method.

Answer 6

Chapter 8, Problem 8.6.1P

To determine

(a)

If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

Answer 7

Chapter 8, Problem 8.6.1P

To determine

(a)

If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

Answer 8

To determine

(b)

If the bolts have enough shear strength or not using allowable strength design (ASD) method.

Answer 9

To determine

(b)

If the bolts have enough shear strength or not 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) If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

Solution Summary: The author explains how to calculate the nominal strength of the bolt.

Concept explainers

(a)

If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

(b)

If the bolts have enough shear strength or not using allowable strength design (ASD) method.

Want to see the full answer?

Chapter 8 Solutions

(a) If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

Solution Summary: The author explains how to calculate the nominal strength of the bolt.

Concept explainers

(a) If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

(b) If the bolts have enough shear strength or not using allowable strength design (ASD) method.

Want to see the full answer?

Chapter 8 Solutions

(a)

If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

(b)

If the bolts have enough shear strength or not using allowable strength design (ASD) method.