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Expressions for circular section bow girders carrying concentrated load
Simple expressions for analysis of girders of circular or tubular cross section, which may be applied to any particular plan shape; deflection due to shear force is neglected; members built-in at one end only, and at both ends.
Expressions for circular section bow girders carrying concentrated load
Simple expressions for analysis of girders of circular or tubular cross section, which may be applied to any particular plan shape; deflection due to shear force is neglected; members built-in at one end only, and at both ends.
Expressions for circular section bow girders carrying concentrated load
Engineer
Johnson, W. (author)
Engineer ; 200
1955
2 pages
Article (Journal)
English
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