Introduction the economic advantages of using tapered, I-section portal frames with slender webs and Class 2 or 3 flanges summary of fabrication methods with cross-references to fabrication lectures. Lectures 14.1: Single-Storey Buildings SUMMARY Lecture 11.6: Moment Connections for Continuous Framing Lectures 11.4: Analysis of Connections RELATED LECTURES Lecture 7.2: Cross-Section Classification Lectures 3.1: General Fabrication of Steel Structures Lectures 2.3: Engineering Properties of Steels The lecture is illustrated by a design example. To present the basic principles of design of portal frames using elastic analysis the scope includes tapered portal frames. STRUCTURAL SYSTEMS: BUILDINGS Lecture 14.2: Analysis of Portal Frames: Introduction and Elastic Analysis OBJECTIVE/SCOPE
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