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Do semi-rigid connections prove economical?
Semirigid beam to column connection used in construction of two schools at Green Bay, Wis; saving of 13.5% of steel; how fabrication and erection difficulties due to closer tolerances were overcome; difference between beams with semirigid connections and simple beams; illustrations.
Do semi-rigid connections prove economical?
Semirigid beam to column connection used in construction of two schools at Green Bay, Wis; saving of 13.5% of steel; how fabrication and erection difficulties due to closer tolerances were overcome; difference between beams with semirigid connections and simple beams; illustrations.
Do semi-rigid connections prove economical?
Fasteners
Feldhausen, Jr., G.J. (author)
Fasteners ; 8
1952
4 pages
Article (Journal)
English
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