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Test made to determine capacity of prestressed concrete bridge beam indicated that some web reinforcement is advisable in concrete beams even in sections where computations indicate it is not needed; bond is ample between precast beam and cast-in-place top slab, without shear keys, to resist horizontal shear.
Test made to determine capacity of prestressed concrete bridge beam indicated that some web reinforcement is advisable in concrete beams even in sections where computations indicate it is not needed; bond is ample between precast beam and cast-in-place top slab, without shear keys, to resist horizontal shear.
Beam test shows need for web steel
Eng News-Rec
Dean, W.E. (author)
Engineering News-Record ; 157
1956
2 pages
Article (Journal)
English
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