SMACNA GuyedSteelStacks 11:2011 Edition
$58.50
Guyed Steel Stacks, 1st Edition
| Published By | Publication Date | Number of Pages |
| SMACNA | 2011 | 66 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 5 | FOREWORD |
| 6 | STEEL STACK TASK FORCE |
| 7 | NOTICE TO USERS OF THIS PUBLICATION |
| 11 | TABLE OF CONTENTS |
| 17 | CHAPTER 1 INTRODUCTION 1.1 INTRODUCTION 1.2 DESIGN LIMITATIONS 1.3 LOCATION REQUIREMENTS |
| 18 | FIGURE 1-1 STACK DISCHARGE AND AIR FLOW AROUND STACK |
| 21 | CHAPTER 2 GUYED STACKS “WELDED LONGSEAM CONSTRUCTION” 2.1 SELECTION PROCEDURE 2.2 TYPES OF MATERIAL 2.3 STACK OPENINGS |
| 22 | 2.4 TERMS FREQUENTLY USED IN STACK DISCUSSIONS 2.5 DEFINITIONS APPLICABLE TO DATA IN THE STACK SELECTION TABLES 2.6 EXAMPLE |
| 24 | FIGURE 2-1 GUYED LONGSEAM STEEL STACK |
| 25 | FIGURE 2-2 TYPICAL STACK THRU ROOF |
| 26 | Table 2-1 Longseam Guyed Steel Stacks – Height 20 ft |
| 27 | Table 2-1 Longseam Guyed Steel Stacks – Height 20 ft (continued) |
| 28 | Table 2-2 Longseam Guyed Steel Stacks – Height 30 ft |
| 29 | Table 2-2 Longseam Guyed Steel Stacks – Height 30 ft (continued) |
| 30 | Table 2-3 Longseam Guyed Steel Stacks – Height 40 ft |
| 31 | Table 2-3 Longseam Guyed Steel Stacks – Height 40 ft (continued) |
| 32 | Table 2-4 Longseam Guyed Steel Stacks – Height 50 ft |
| 33 | Table 2-4 Longseam Guyed Steel Stacks – Height 50 ft (continued) |
| 34 | Table 2-5 Longseam Guyed Steel Stacks – Height 60 ft |
| 35 | Table 2-5 Longseam Guyed Steel Stacks – Height 60 ft (continued) |
| 36 | Table 2-6 Longseam Guyed Steel Stacks – Height 80 ft |
| 37 | Table 2-6 Longseam Guyed Steel Stacks – Height 80 ft (continued) |
| 38 | 2.7 INTERPOLATING STACK DESIGN DATA Table 2-7 MINIMUM GUYRING SIZES FIGURE 2-3 GUYRING BRACKETS |
| 39 | FIGURE 2-4 TYPICAL ATTACHMENT FOR COMPANION FLANGES FIGURE 2-5 TYPICAL ATTACHMENT FOR STIFFENERS |
| 43 | CHAPTER 3 GUYED STACKS “SPIRAL LOCKSEAM CONSTRUCTION” 3.1 SELECTION PROCEDURE 3.2 TYPES OF MATERIAL 3.3 STACK OPENINGS |
| 44 | 3.4 TERMS FREQUENTLY USED IN STACK DISCUSSIONS 3.5 DEFINITIONS APPLICABLE TO DATA IN THE STACK SELECTION TABLES 3.6 EXAMPLE |
| 46 | FIGURE 3-1 GUYED SPIRAL LOCKSEAM STEEL STACK |
| 47 | FIGURE 3-2 TYPICAL STACK THRU ROOF |
| 48 | Table 3-1 Spiral Lockseam Guyed Steel Stacks – Height 20 ft |
| 49 | Table 3-1 Spiral Lockseam Guyed Steel Stacks – Height 20 ft (continued) |
| 50 | Table 3-2 Spiral Lockseam Guyed Steel Stacks – Height 30 ft |
| 51 | Table 3-2 Spiral Lockseam Guyed Steel Stacks – Height 30 ft (continued) |
| 52 | Table 3-3 Spiral Lockseam Guyed Steel Stacks – Height 40 ft |
| 53 | Table 3-3 Spiral Lockseam Guyed Steel Stacks – Height 40 ft (continued) |
| 54 | Table 3-4 Spiral Lockseam Guyed Steel Stacks – Height 50 ft |
| 55 | Table 3-4 Spiral Lockseam Guyed Steel Stacks – Height 50 ft (continued) |
| 56 | 3.7 INTERPOLATING STACK DESIGN DATA Table 3-5 Minimum Guyring Sizes FIGURE 3-3 GUYRING BRACKETS |
| 57 | FIGURE 3-4 TYPICAL ATTACHMENT FOR COMPANION FLANGES FIGURE 3-5 TYPICAL ATTACHMENT FOR STIFFENERS |
| 61 | CHAPTER 4 DESIGN CRITERIA 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 Figure 4-1 Summation of Moments |
| 62 | Figure 4-2 Stack vs. Wind Orientation Figure 4-3 Guy Trigonometry |
| 63 | 4.5 GUYRING INDUCED MOMENT 4.6 COMBINED SHELL STRESSES Figure 4-4 Guyring Loading |
