- FOREWORD
- STEEL STACK TASK FORCE
- NOTICE TO USERS OF THIS PUBLICATION
- TABLE OF CONTENTS
- CHAPTER 1 INTRODUCTION [Go to Page]
- 1.1 INTRODUCTION
- 1.2 DESIGN LIMITATIONS
- 1.3 LOCATION REQUIREMENTS
- FIGURE 1-1 STACK DISCHARGE AND AIR FLOW AROUND STACK
- CHAPTER 2 GUYED STACKS "WELDED LONGSEAM CONSTRUCTION" [Go to Page]
- 2.1 SELECTION PROCEDURE
- 2.2 TYPES OF MATERIAL
- 2.3 STACK OPENINGS
- 2.4 TERMS FREQUENTLY USED IN STACK DISCUSSIONS
- 2.5 DEFINITIONS APPLICABLE TO DATA IN THE STACK SELECTION TABLES
- 2.6 EXAMPLE
- 2.7 INTERPOLATING STACK DESIGN DATA
- Table 2-1 Longseam Guyed Steel Stacks - Height 20 ft
- Table 2-1 Longseam Guyed Steel Stacks - Height 20 ft (continued)
- Table 2-2 Longseam Guyed Steel Stacks - Height 30 ft
- Table 2-2 Longseam Guyed Steel Stacks - Height 30 ft (continued)
- Table 2-3 Longseam Guyed Steel Stacks - Height 40 ft
- Table 2-3 Longseam Guyed Steel Stacks - Height 40 ft (continued)
- Table 2-4 Longseam Guyed Steel Stacks - Height 50 ft
- Table 2-4 Longseam Guyed Steel Stacks - Height 50 ft (continued)
- Table 2-5 Longseam Guyed Steel Stacks - Height 60 ft
- Table 2-5 Longseam Guyed Steel Stacks - Height 60 ft (continued)
- Table 2-6 Longseam Guyed Steel Stacks - Height 80 ft
- Table 2-6 Longseam Guyed Steel Stacks - Height 80 ft (continued)
- Table 2-7 MINIMUM GUYRING SIZES
- FIGURE 2-1 GUYED LONGSEAM STEEL STACK
- FIGURE 2-2 TYPICAL STACK THRU ROOF
- FIGURE 2-3 GUYRING BRACKETS
- FIGURE 2-4 TYPICAL ATTACHMENT FOR COMPANION FLANGES
- FIGURE 2-5 TYPICAL ATTACHMENT FOR STIFFENERS
- CHAPTER 3 GUYED STACKS "SPIRAL LOCKSEAM CONSTRUCTION" [Go to Page]
- 3.1 SELECTION PROCEDURE
- 3.2 TYPES OF MATERIAL
- 3.3 STACK OPENINGS
- 3.4 TERMS FREQUENTLY USED IN STACK DISCUSSIONS
- 3.5 DEFINITIONS APPLICABLE TO DATA IN THE STACK SELECTION TABLES
- 3.6 EXAMPLE
- 3.7 INTERPOLATING STACK DESIGN DATA
- Table 3-1 Spiral Lockseam Guyed Steel Stacks - Height 20 ft
- Table 3-1 Spiral Lockseam Guyed Steel Stacks - Height 20 ft (continued)
- Table 3-2 Spiral Lockseam Guyed Steel Stacks - Height 30 ft
- Table 3-2 Spiral Lockseam Guyed Steel Stacks - Height 30 ft (continued)
- Table 3-3 Spiral Lockseam Guyed Steel Stacks - Height 40 ft
- Table 3-3 Spiral Lockseam Guyed Steel Stacks - Height 40 ft (continued)
- Table 3-4 Spiral Lockseam Guyed Steel Stacks - Height 50 ft
- Table 3-4 Spiral Lockseam Guyed Steel Stacks - Height 50 ft (continued)
- Table 3-5 Minimum Guyring Sizes
- FIGURE 3-1 GUYED SPIRAL LOCKSEAM STEEL STACK
- FIGURE 3-2 TYPICAL STACK THRU ROOF
- FIGURE 3-3 GUYRING BRACKETS
- FIGURE 3-4 TYPICAL ATTACHMENT FOR COMPANION FLANGES
- FIGURE 3-5 TYPICAL ATTACHMENT FOR STIFFENERS
- CHAPTER 4 DESIGN CRITERIA [Go to Page]
- 4.1 LIMITATIONS OF DESIGN
- 4.2 ESTABLISHING FUNDAMENTAL MODE OF VIBRATION FOR A GUYED STACK
- 4.3 CALCULATION OF WIND DEFLECTIONS
- 4.4 CALCULATION OF CABLE REACTIONS
- 4.5 GUYRING INDUCED MOMENT
- 4.6 COMBINED SHELL STRESSES
- Figure 4-1 Summation of Moments
- Figure 4-2 Stack vs. Wind Orientation
- Figure 4-3 Guy Trigonometry
- Figure 4-4 Guyring Loading [Go to Page]