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William S. Godfrey- S.E.'s user avatar
William S. Godfrey- S.E.'s user avatar
William S. Godfrey- S.E.'s user avatar
William S. Godfrey- S.E.
  • Member for 9 years, 8 months
  • Last seen more than 7 years ago
15 votes

How does width and thickness affect the stiffness of steel plate?

7 votes

Effects of constructed tubular/annular beam upon moment of inertia

7 votes
Accepted

Wood roof specs on engineering drawing

7 votes
Accepted

How to derive Equivalent Static Load for irregular structure modeled with FEM?

6 votes
Accepted

ASCE 7-10 Wind Loading with roof overhangs

6 votes

Accidental Torsion and Equivalent Static Load for an irregular structure

6 votes

What does it mean when actual member reaction is 100% of allowed?

3 votes
Accepted

Find location of resultant of forces without using moments

3 votes
Accepted

Basic Hook development length using CSA A23.3 provisions

3 votes

What is the correct term for long cuts in a floor joist?

3 votes
Accepted

Design behind typical keyed construction joints in concrete walls

2 votes
Accepted

How to calculate the relative contribution of each mode in seismic dynamic mode analysis?

2 votes
Accepted

For a column, what does "rotation fixed and translation fixed" mean

2 votes

How is biaxial bending considered for reinforced masonry design?

1 vote

What is the unbraced length of the compression portion of an X brace?