(a) The design of a non-composite beam and the total deflection.

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Answer 1

Question

Chapter 9, Problem 9.8.4P

To determine

(a)

The design of a non-composite beam and the total deflection.

To determine

(b)

Maximum total deflection using the transformed section and lower bound moment of inertia.

Expert Solution & Answer

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please help me to design a simple tensile structure for the exhibition space roof

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7 7a 7b 7c Alaterally supported beam was designed for flexure. The beam is safe for shear & deflection. The most economical section is structural tubing however the said section is not readily available at the time of the construction. If you are the engineer in charge of the construction what alternative section will be the best replacement? Why? The section is 8" x 8" x 7.94 mm thick: Use Fy=248 MPa: E=200,000 MPa AISC wall thickness Ix 106 S x 103 Jx 103 mm4 mm3 mm4 rx =ry Area Ag (mm2) mm Designation Weight/m 8x8 7.94 47.36 6,039 79.25 37.84 371.99 60.35 expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narative form to support your cho'ce) 8x8 14.29 80.61 10,258 76.2 59.52 585.02 99.06 8x8 72.7 9,290 76.96 54.53 539.13 90.32 8x8 9.53 56.09 7,161 78.48 44.12 432.62 70.76 mm 12.7 Zx 103 mm3 437.53 714.48 650.57 512.92

Answer 2

Question

Chapter 9, Problem 9.8.4P

To determine

(a)

The design of a non-composite beam and the total deflection.

To determine

(b)

Maximum total deflection using the transformed section and lower bound moment of inertia.

Expert Solution & Answer

Want to see the full answer?

Check out a sample textbook solution

See solution

Answer 3

Question

Chapter 9, Problem 9.8.4P

To determine

(a)

The design of a non-composite beam and the total deflection.

To determine

(b)

Maximum total deflection using the transformed section and lower bound moment of inertia.

Expert Solution & Answer

Want to see the full answer?

Check out a sample textbook solution

See solution

Answer 4

Question

Chapter 9, Problem 9.8.4P

To determine

(a)

The design of a non-composite beam and the total deflection.

To determine

(b)

Maximum total deflection using the transformed section and lower bound moment of inertia.

Expert Solution & Answer

Want to see the full answer?

Check out a sample textbook solution

See solution

Answer 5

Chapter 9, Problem 9.8.4P

To determine

(a)

The design of a non-composite beam and the total deflection.

To determine

(b)

Maximum total deflection using the transformed section and lower bound moment of inertia.

Answer 6

Chapter 9, Problem 9.8.4P

To determine

(a)

The design of a non-composite beam and the total deflection.

Answer 7

Chapter 9, Problem 9.8.4P

To determine

(a)

The design of a non-composite beam and the total deflection.

Answer 8

To determine

(b)

Maximum total deflection using the transformed section and lower bound moment of inertia.

Answer 9

To determine

(b)

Maximum total deflection using the transformed section and lower bound moment of inertia.

Answer 10

Expert Solution & Answer

Answer 11

Expert Solution & Answer

Answer 12

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Answer 13

Ch. 9 - Prob. 9.1.1P Ch. 9 - Prob. 9.1.2P Ch. 9 - Prob. 9.1.3P Ch. 9 - Prob. 9.1.4P Ch. 9 - Prob. 9.1.5P Ch. 9 - Prob. 9.1.6P Ch. 9 - A W1422 acts compositely with a 4-inch-thick floor...Ch. 9 - Prob. 9.2.2P Ch. 9 - Prob. 9.3.1P Ch. 9 - Prob. 9.3.2P

(a) The design of a non-composite beam and the total deflection.

Solution Summary: The author calculates the factored uniformly distributed load on a non-composite beam and the total deflection.

(a)

The design of a non-composite beam and the total deflection.

(b)

Maximum total deflection using the transformed section and lower bound moment of inertia.

Want to see the full answer?

Chapter 9 Solutions

(a) The design of a non-composite beam and the total deflection.

Solution Summary: The author calculates the factored uniformly distributed load on a non-composite beam and the total deflection.

(a) The design of a non-composite beam and the total deflection.

(b) Maximum total deflection using the transformed section and lower bound moment of inertia.

Want to see the full answer?

Chapter 9 Solutions

(a)

The design of a non-composite beam and the total deflection.

(b)

Maximum total deflection using the transformed section and lower bound moment of inertia.