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Structural Behavior

Base Shears
K-Factor
LL Reduction
Lateral Load Distrib. Wind,Seismic
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Design of Beams

Simple,Cant.
Bi-axial
Tapered
Curved
Panelized
Pitched
Haunched
Notched
Circular
Glulam
Hankinsons
Sloped
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Combined Bending 
and Axial Loading

Combined Stress
Columns
Side Bracket
Round
Spaced

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Horiz. Diaph. Design
Drag Strut
Diaph. Analysis
Zone Nailing
Deflection
With Holes
Rotation
Stepped
Shearwall Design
Shearwall Design
Deflection
2-story config.
On Beam
With a hole
Wood Moment Frame
Conns. with Nails
Yield Limit Equations
Metal Side Plates
Conns. with Bolts and Lags
Single Shear
Double Shear
Multi-leaf
Moment Splice
Horiz. Diaphragm 
Shearwall Conns.
Subdiaphragms
Continuity
Advanced Topics
Built-up T-Beam
Sandwich Beam
Composite
Compatibility of Deformation
Fire Damaged Beam Repair
Box Beam
King Post Truss
Complementary Strain Energy
Shear Flow
Sistered Beams
Torsional Stresses
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Timber Solution Manual

by David W. Duquette PE 

Endorsements

What other Engineers are saying about this Manual:

· Takes the standard timber book to the next level. Many subjects and examples not found in other book.

   -- Clayton A. Pharaoh, S.E., ARCE Dept., California Polytechnic State University, San Luis Obispo

· [I] was impressed with the degree of detail and analysis . . . your book should fit well into the available reference materials for wood frame construction. You've shown a methodology which is well suited to accumulating the necessary design information and solving the components in an orderly fashion. Your audience should include not only the student academic community, but also the practicing engineer. We all appreciate a fresh look at wood frame design.

  -- Barry H. Welliver, S.E., Consulting Engineer

· As a longtime supporter of safer building practices, we are pleased to see new reference sources made available to engineers, students and professionals alike. We look forward to your publication as a significant tool in the preparation of better educated professionals.

  -- Richard R. Chapman, Manager, Simpson Strong-tie Company, Inc.

· I reviewed your new book [Timber Solutions Manual] for accuracy and clarity in the application of the 1994 UBC provisions to the design of wood structures, as well as the application of the Code prescribed design loads to structural design in general. Your book fills the long existing gap of step by step presentation of solutions of most of the common and some not so common problems encountered in the design of wood structures. I find your book to be a must tool for the student of wood design and a very valuable addition to the library of the practicing structural engineer. My congratulations for your efforts in putting this document together and I hope you will keep updating it as the codes and the standards of the practice keep evolving.

  -- James A. Kaslan, S. E., Kaslan Associates, Inc.
 

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The Timber Solutions Manual
ISBN# 0-9656181-0-2

This book is a definitive companion to the AITC, NDS, UBC and The Design of Wood Structures. 

Whether you are a student, studying for your PE or SE exam, or a licensed practicing engineer, you will refer to this manual again and again to enhance your expertise and engineering knowledge.

The Timber Solutions Manual is a practical design guide for the solutions of the basic principles and advanced practice of timber engineering. 

Its primary purpose is to provide practical solutions to the problems found in course homework, undergraduate test preparation, actual engineering practice, and both PE Exam and SE Exam preparation.
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Today's FREE Solutions

Give a try at solving these useful example problems. 
  • Bolted double shear connection with steel side plates using Hankinson Formula.
  • Combined axial and bending adequacy of column with wind loads from double doors. 
  • Critical lateral load distribution for 2-story plywood sheathed structure. 
  • Glulam beam design with cantilever beam/simple beam configuration.
  • Horizontal diaphragms with holes.
  • King post desing with point load utilizing complementary strain energy.
  • Shear transfer through roof diaphragm overhang 1st-floor shearwall configuration.
  • Shearwall desing of 3 walls in building.
  • Top plate design utilizing nailed connection for both chord and drag forces.

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    Solve Virtually All Common Timber Problems
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