Chicago — ANSI/AISC 303-16 — the 2016 AISC Code of Standard Practice for Steel Buildings and Bridges — is now available as a free PDF download. “The most fundamental change is that the Code is now an ANSI-approved consensus document,” commented Charles J. Carter, AISC’s incoming president. Read Steel Construction Manual book reviews & author details and more at Amazon.in. Free delivery on qualified orders. Aisc Manual Committee. Piquing student interest in structural steel design. Specialists - Summer Reading. 1. Download free software bollettini postali pdf da compilare curriculum. 6 Cold-Formed Light-Gage Steel Shapes. 15.4 AISC Manual Standard. “The composition of the Committee that developed it has equal representation from industry, design professionals, and general interest members. This includes structural engineers, architects, a building official, a general contractor, fabricators, detailers, erectors, inspectors, and an attorney.” “The Code defines the statement of custom and usage for fabricated structural steel,” said Code Committee Chair Babette C. Freund, President of Universal Steel of North Carolina and Chair of the AISC Committee on the Code of Standard Practice. “This is important to all – you don’t have to reinvent the wheel every time you have a new project.” Also important to note is that portions of the Code have been incorporated by reference into the International Building Code. The IBC references ANSI/AISC 360 (the AISC Specification) and ANSI/AISC 341 (the AISC Seismic Provisions), and these documents both reference parts of the Code. Yuna shiina pov. A complete list of these parts is provided. Beyond the basic change of making the Code a consensus document, the following modifications have been made in the 2016 revision of the Code: • The Code now addresses contracts that utilize drawings, models, or drawings and models in combination. • Section 1.4 addresses responsibility for identifying contract documents; subsequent sections have been renumbered. • Section 1.10 has increased emphasis that the absence of a tolerance in this Code does not mean that tolerance is zero. • Section 1.11 addresses marking requirements for protected zones in frames designed to meet the requirements of ANSI/AISC 341. • In Section 3.1, two items are added to the list of required information: preset requirements for free ends of cantilevered members and the drawing information required in ANSI/AISC 341. • Section 3.1 better addresses what is required for bidding when the owner’s designated representative for design delegates the determination and design of member reinforcement at connections to the licensed engineer in responsible charge of the connection design. • Section 3.2 addresses revisions, if they are necessary, when referenced contract documents are not available at the time of design, bidding, detailing or fabrication. • Section 3.3 has added emphasis that the fabricator need not discover design discrepancies. • Sections 3.7 and 4.2.2 address intellectual property rights of the owner’s designated representative for design and the fabricator, respectively. • Section 4.4 has been clarified to better reflect the role of the connection design criteria required in Section 3.1.1 when connection design work is delegated. • Commentary to Section 4.5 addresses potential pitfalls when fabrication and erection documents are not furnished by the fabricator. • In Section 6.1.1, the listed shop-standard material grades have changed for HP-shapes and HSS. • In Section 6.4.2, the tolerance for curved members has been improved. • In Section 7.5.1, tolerances for anchor-rod placement have been revised for consistency with the hole sizes provided the AISC Steel Construction Manual and the tolerances given in ACI 117. • In Section 7.8.3, the number of extra bolts required to be supplied has been increased to account for bolt loss and pre-installation verification testing requirements; also, backing has been clarified as steel backing. • In Section 7.8.4, non-steel backing is now addressed. • In Section 7.13, the term “building line” has been changed to “building exterior”.
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