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Development of Optimal Design Method for Steel Double-Beam Floor System Considering Rotational Constraints
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Behavior of CFST Column to Concrete-Filled U-Shaped Steel Beam Joints with Slabs under Cyclic Loading | Journal of Structural Engineering | Vol 148, No 3
The rigid beam ''AD'' is supported with two steel wires having a diameter d = 0.1 in (E = 29\times 10^{6}psi), as shown in Figure . If the beam ''AD'' carries a
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Development of Optimal Design Method for Steel Double-Beam Floor System Considering Rotational Constraints
Beam calculations - Simply supported vs pinned both sides | Physics Forums