{"id":29934,"date":"2024-10-17T03:24:03","date_gmt":"2024-10-17T03:24:03","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/smacna-guyedsteelstacks-11\/"},"modified":"2024-10-24T14:16:03","modified_gmt":"2024-10-24T14:16:03","slug":"smacna-guyedsteelstacks-11","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/smacna\/smacna-guyedsteelstacks-11\/","title":{"rendered":"SMACNA GuyedSteelStacks 11"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
5<\/td>\nFOREWORD <\/td>\n<\/tr>\n
6<\/td>\nSTEEL STACK TASK FORCE <\/td>\n<\/tr>\n
7<\/td>\nNOTICE TO USERS OF THIS PUBLICATION <\/td>\n<\/tr>\n
11<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
17<\/td>\nCHAPTER 1 INTRODUCTION
1.1 INTRODUCTION
1.2 DESIGN LIMITATIONS
1.3 LOCATION REQUIREMENTS <\/td>\n<\/tr>\n
18<\/td>\nFIGURE 1-1 STACK DISCHARGE AND AIR FLOW AROUND STACK <\/td>\n<\/tr>\n
21<\/td>\nCHAPTER 2 GUYED STACKS “WELDED LONGSEAM CONSTRUCTION”
2.1 SELECTION PROCEDURE
2.2 TYPES OF MATERIAL
2.3 STACK OPENINGS <\/td>\n<\/tr>\n
22<\/td>\n2.4 TERMS FREQUENTLY USED IN STACK DISCUSSIONS
2.5 DEFINITIONS APPLICABLE TO DATA IN THE STACK SELECTION TABLES
2.6 EXAMPLE <\/td>\n<\/tr>\n
24<\/td>\nFIGURE 2-1 GUYED LONGSEAM STEEL STACK <\/td>\n<\/tr>\n
25<\/td>\nFIGURE 2-2 TYPICAL STACK THRU ROOF <\/td>\n<\/tr>\n
26<\/td>\nTable 2-1 Longseam Guyed Steel Stacks – Height 20 ft <\/td>\n<\/tr>\n
27<\/td>\nTable 2-1 Longseam Guyed Steel Stacks – Height 20 ft (continued) <\/td>\n<\/tr>\n
28<\/td>\nTable 2-2 Longseam Guyed Steel Stacks – Height 30 ft <\/td>\n<\/tr>\n
29<\/td>\nTable 2-2 Longseam Guyed Steel Stacks – Height 30 ft (continued) <\/td>\n<\/tr>\n
30<\/td>\nTable 2-3 Longseam Guyed Steel Stacks – Height 40 ft <\/td>\n<\/tr>\n
31<\/td>\nTable 2-3 Longseam Guyed Steel Stacks – Height 40 ft (continued) <\/td>\n<\/tr>\n
32<\/td>\nTable 2-4 Longseam Guyed Steel Stacks – Height 50 ft <\/td>\n<\/tr>\n
33<\/td>\nTable 2-4 Longseam Guyed Steel Stacks – Height 50 ft (continued) <\/td>\n<\/tr>\n
34<\/td>\nTable 2-5 Longseam Guyed Steel Stacks – Height 60 ft <\/td>\n<\/tr>\n
35<\/td>\nTable 2-5 Longseam Guyed Steel Stacks – Height 60 ft (continued) <\/td>\n<\/tr>\n
36<\/td>\nTable 2-6 Longseam Guyed Steel Stacks – Height 80 ft <\/td>\n<\/tr>\n
37<\/td>\nTable 2-6 Longseam Guyed Steel Stacks – Height 80 ft (continued) <\/td>\n<\/tr>\n
38<\/td>\n2.7 INTERPOLATING STACK DESIGN DATA
Table 2-7 MINIMUM GUYRING SIZES
FIGURE 2-3 GUYRING BRACKETS <\/td>\n<\/tr>\n
39<\/td>\nFIGURE 2-4 TYPICAL ATTACHMENT FOR COMPANION FLANGES
FIGURE 2-5 TYPICAL ATTACHMENT FOR STIFFENERS <\/td>\n<\/tr>\n
43<\/td>\nCHAPTER 3 GUYED STACKS “SPIRAL LOCKSEAM CONSTRUCTION”
3.1 SELECTION PROCEDURE
3.2 TYPES OF MATERIAL
3.3 STACK OPENINGS <\/td>\n<\/tr>\n
44<\/td>\n3.4 TERMS FREQUENTLY USED IN STACK DISCUSSIONS
3.5 DEFINITIONS APPLICABLE TO DATA IN THE STACK SELECTION TABLES
3.6 EXAMPLE <\/td>\n<\/tr>\n
46<\/td>\nFIGURE 3-1 GUYED SPIRAL LOCKSEAM STEEL STACK <\/td>\n<\/tr>\n
47<\/td>\nFIGURE 3-2 TYPICAL STACK THRU ROOF <\/td>\n<\/tr>\n
48<\/td>\nTable 3-1 Spiral Lockseam Guyed Steel Stacks – Height 20 ft <\/td>\n<\/tr>\n
49<\/td>\nTable 3-1 Spiral Lockseam Guyed Steel Stacks – Height 20 ft (continued) <\/td>\n<\/tr>\n
50<\/td>\nTable 3-2 Spiral Lockseam Guyed Steel Stacks – Height 30 ft <\/td>\n<\/tr>\n
51<\/td>\nTable 3-2 Spiral Lockseam Guyed Steel Stacks – Height 30 ft (continued) <\/td>\n<\/tr>\n
52<\/td>\nTable 3-3 Spiral Lockseam Guyed Steel Stacks – Height 40 ft <\/td>\n<\/tr>\n
53<\/td>\nTable 3-3 Spiral Lockseam Guyed Steel Stacks – Height 40 ft (continued) <\/td>\n<\/tr>\n
54<\/td>\nTable 3-4 Spiral Lockseam Guyed Steel Stacks – Height 50 ft <\/td>\n<\/tr>\n
55<\/td>\nTable 3-4 Spiral Lockseam Guyed Steel Stacks – Height 50 ft (continued) <\/td>\n<\/tr>\n
56<\/td>\n3.7 INTERPOLATING STACK DESIGN DATA
Table 3-5 Minimum Guyring Sizes
FIGURE 3-3 GUYRING BRACKETS <\/td>\n<\/tr>\n
57<\/td>\nFIGURE 3-4 TYPICAL ATTACHMENT FOR COMPANION FLANGES
FIGURE 3-5 TYPICAL ATTACHMENT FOR STIFFENERS <\/td>\n<\/tr>\n
61<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
62<\/td>\nFigure 4-2 Stack vs. Wind Orientation
Figure 4-3 Guy Trigonometry <\/td>\n<\/tr>\n
63<\/td>\n4.5 GUYRING INDUCED MOMENT
4.6 COMBINED SHELL STRESSES
Figure 4-4 Guyring Loading <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Guyed Steel Stacks, 1st Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
SMACNA<\/b><\/a><\/td>\n2011<\/td>\n66<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":29935,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2703],"product_tag":[],"class_list":{"0":"post-29934","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-smacna","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/29934","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/29935"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=29934"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=29934"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=29934"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}