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Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

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Page 1: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

1

Chapter 6: Analysis and Design of Beam-Columns

Dr. Hasan Katkhuda

Steel Design

STEEL DESIGN

Introduction

• Beam-columns are members that are subjected to bending and axial forces. (Tension or Compression)

Dr. Hasan Katkhuda

Steel Design

Page 2: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

2

Introduction

• First Order (F.O) Analysis: Structural analysis using undeformed shape of the structure.

• Second Order (S.O) Analysis: Structural analysis considering geometric changes due to deformations in structural formulations.

Dr. Hasan Katkhuda

Steel Design

Introduction

Dr. Hasan Katkhuda

Steel Design

Page 3: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

3

Introduction

Dr. Hasan Katkhuda

Steel Design

Introduction

• Second Order:

1. Use computers and make a second order analysis to determine the maximum factored load strength.

2. Use First Order analysis and amplify the moments obtained with some amplification factors.

Dr. Hasan Katkhuda

Steel Design

Page 4: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

4

Interaction Formula

• Chapter H in the specifications in the manual.

1. .

2. .

Dr. Hasan Katkhuda

Steel Design

Interaction Formula

Mu = B1 Mnt + B2 Mlt

• Mnt: Maximum moment assuming that no sidesway occurs (no translation) (First order).

• Mlt :Maximum moment caused by sidesway (lateral translation) (First order)

• B1 : Amplification factor for the moments occurring in member when it is braced against sidesway.

• B2 : Amplification factor for moments resulting from sidesway.

Dr. Hasan Katkhuda

Steel Design

Page 5: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

5

Interaction Formula

Pu = Pnt + B2 Plt

• Pnt: Axial load assuming that no sidesway occurs (no translation).

• Plt :Axial load caused by sidesway (lateral translation.

• B2 : Amplification factor for moments resulting from sidesway.

Dr. Hasan Katkhuda

Steel Design

Interaction Formula

• K < 1.0 (BRACED FRAME)

• Cm : Modification factor due to maximum moment depends on the distribution of bending moment within the member.

Dr. Hasan Katkhuda

Steel Design

Page 6: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

6

Interaction Formula

Dr. Hasan Katkhuda

Steel Design

Interaction Formula

Dr. Hasan Katkhuda

Steel Design

Page 7: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

7

Interaction Formula

• Cm:

Dr. Hasan Katkhuda

Steel Design

Interaction Formula

• Cm:

Dr. Hasan Katkhuda

Steel Design

Page 8: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

8

Interaction Formula

• Cm:

1. If there is no transverse loads acting on the member:

• M1 / M2: Ratio of bending moments at the ends of the member.

• M1: Absolute smaller value.

• M2: Absolute larger value.

• Ratio (+ve) when reverse or double curvature.

(-ve) when single curvature.

Dr. Hasan Katkhuda

Steel Design

Interaction Formula

• Cm:

Dr. Hasan Katkhuda

Steel Design

Page 9: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

9

Interaction Formula

• Cm:

2. For transversely loaded members:

Dr. Hasan Katkhuda

Steel Design

Dr. Hasan Katkhuda

Steel Design

Page 10: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

10

Examples (Analysis for Braced Frame)

• Example 1:

• Braced frame.

• Service loads and moments about strong axis are shown.

• A5732, Grade 50

• KxLx = KyLy = 14 ft

Dr. Hasan Katkhuda

Steel Design

Examples (Analysis for Braced Frame)

Dr. Hasan Katkhuda

Steel Design

Page 11: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

11

Examples (Analysis for Braced Frame)

Dr. Hasan Katkhuda

Steel Design

Examples (Analysis for Braced Frame)

Dr. Hasan Katkhuda

Steel Design

Page 12: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

12

Examples (Analysis for Braced Frame)

• Example 2:

• Service live loads are shown.

• Laterally braced at ends.

• Bending about x axis.

• Fy = 50 ksi

Dr. Hasan Katkhuda

Steel Design

Examples (Analysis for Braced Frame)

Dr. Hasan Katkhuda

Steel Design

Page 13: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

13

Examples (Analysis for Braced Frame)

Dr. Hasan Katkhuda

Steel Design

Examples (Analysis for Braced Frame)

• Cb = 1.32

• >

Dr. Hasan Katkhuda

Steel Design

Page 14: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

14

Examples (Analysis for Braced Frame)

• Example 3:

• Service Loads and Moments are shown.

• Use Kx = Ky = 1.0

• Fy = 50 ksi

Dr. Hasan Katkhuda

Steel Design

Examples (Analysis for Braced Frame)

Dr. Hasan Katkhuda

Steel Design

Page 15: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

15

Examples (Analysis for Braced Frame)

Dr. Hasan Katkhuda

Steel Design

Examples (Analysis for Braced Frame)

Dr. Hasan Katkhuda

Steel Design

Page 16: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

16

Examples (Analysis for Braced Frame)

Dr. Hasan Katkhuda

Steel Design

Design of Beam- Columns

• Because of many variables in the interaction formulas, the design is essentially a trial and error process.

• Amin Mansour Method:

Dr. Hasan Katkhuda

Steel Design

Page 17: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

17

Design of Beam- Columns

Dr. Hasan Katkhuda

Steel Design

Design of Beam- Columns

• Procedure:

Dr. Hasan Katkhuda

Steel Design

Page 18: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

18

Design of Beam- Columns

Dr. Hasan Katkhuda

Steel Design

Design of Beam- Columns

Dr. Hasan Katkhuda

Steel Design

Page 19: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

19

Design of Beam- Columns

Dr. Hasan Katkhuda

Steel Design

Example (Design of Beam- Columns)

• Example 1:

Dr. Hasan Katkhuda

Steel Design

Page 20: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

20

Example (Design of Beam- Columns)

Dr. Hasan Katkhuda

Steel Design

Example (Design of Beam- Columns)

Dr. Hasan Katkhuda

Steel Design

Page 21: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

21

Example (Design of Beam- Columns)

Dr. Hasan Katkhuda

Steel Design

Example (Design of Beam- Columns)

Dr. Hasan Katkhuda

Steel Design

Page 22: Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

22

Example (Design of Beam- Columns)

Dr. Hasan Katkhuda

Steel Design

Example (Design of Beam- Columns)

Dr. Hasan Katkhuda

Steel Design