{"id":176049,"date":"2024-10-19T10:54:47","date_gmt":"2024-10-19T10:54:47","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-d805-91w-1991\/"},"modified":"2024-10-25T03:08:55","modified_gmt":"2024-10-25T03:08:55","slug":"aisc-d805-91w-1991","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-d805-91w-1991\/","title":{"rendered":"AISC D805 91W 1991"},"content":{"rendered":"

Design Guide 5 covers the design of low- and medium-rise steel buildings, including economic design considerations, loading requirements and joist and composite floor systems.<\/p>\n

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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nSteel Design Guide 5 <\/td>\n<\/tr>\n
2<\/td>\nAuthors <\/td>\n<\/tr>\n
3<\/td>\nCopyright <\/td>\n<\/tr>\n
4<\/td>\nTable of Contents <\/td>\n<\/tr>\n
5<\/td>\nPreface <\/td>\n<\/tr>\n
6<\/td>\nBasic Design Rules for Economy
Live Load and Bay Size Selection <\/td>\n<\/tr>\n
7<\/td>\nLive Load Selection
Bay Size Selection <\/td>\n<\/tr>\n
10<\/td>\nComposite Floors
Allowable Stress Design and Load and Resistance Factor Design <\/td>\n<\/tr>\n
11<\/td>\nEconomy with LRFD
Floor Load Capacity Enhancement <\/td>\n<\/tr>\n
12<\/td>\nShored vs. Unshored Construction <\/td>\n<\/tr>\n
13<\/td>\nServiceability Considerations
Underfloor Duct Systems <\/td>\n<\/tr>\n
15<\/td>\nOpen Web Steel Joist Floor Systems
Joist Size and Spacing
Girder Beam Design
Composite Joist Systems <\/td>\n<\/tr>\n
16<\/td>\nFloor Vibration <\/td>\n<\/tr>\n
17<\/td>\nWind Load Design
Drift Limits <\/td>\n<\/tr>\n
18<\/td>\nBraced Frames <\/td>\n<\/tr>\n
20<\/td>\nUnbraced Frames <\/td>\n<\/tr>\n
22<\/td>\nSpecial Wind Frames <\/td>\n<\/tr>\n
25<\/td>\nReferences <\/td>\n<\/tr>\n
28<\/td>\nAppendices
LRFD Composite Beam Design <\/td>\n<\/tr>\n
30<\/td>\nComposite Beam Load Capacity Enhancement <\/td>\n<\/tr>\n
34<\/td>\nComposite Beam Long Term Deflection <\/td>\n<\/tr>\n
36<\/td>\nSteel Joist Typical Bay <\/td>\n<\/tr>\n
38<\/td>\nK-Frame Bracing Optimization <\/td>\n<\/tr>\n
41<\/td>\nUnbraced Frame Design <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Design Guide 5: Design of Low- and Medium-Rise Steel Buildings<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n1991<\/td>\n54<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":176052,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-176049","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aisc","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\/176049","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\/176052"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=176049"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=176049"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=176049"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}