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1. Initial Behavior up to Nominal Load - Tied and spiral columns. 66 Behavior, Nominal Capacity and Design under concentric Axial loads.
Wood Column Design • Design of Wood Columns • Stud Wall Design University of Michigan, TCAUP Structures II Slide 2 of 14 Timber Column Design Given: • Lumber species, grade • Conditions of use • Load Required: • column size 1. Find adjustment factors (all except CP)
Design of Wood Beam-Columns with Spreadsheet Instructor: Kent Davis, Ph.D, PE 2012 PDH Online | PDH Center 5272 Meadow Estates Drive Fairfax, VA 22030-6658 Phone & Fax: 703-988-0088 www.PDHonline.org www.PDHcenter.com An Approved Continuing Education Provider
wood construction: column design. Compression Members (revisited) designed for strength & stresses. designed for serviceability & deflection. need to design for stability. ability to support a specified load without sudden or unacceptable deformations. Effect of Length (revisited) long & slender. short & stubby. Critical Stresses (revisited)
This course summarizes the major factors involved in the design of wood beam-columns. Included is an explanation of the use of an Excel© 2003 spreadsheet that can be used to design or evaluate the capacity of wood beam-columns. The use of the spreadsheet is illustrated with six examples.
The PowerPoint PPT presentation: "Design of Columns and Beam-Columns in Timber" is the property of its rightful owner.