cal Note Shear Connectors Composite Beam Design BS 5950-90. Then the program calculates the total shear capacity of all of the studs on the critical side of the point of maximum moment. That force is called the stud force, F stud . Next, the program determines the maximum compressive force...
Based on BS 5950-90 Description of Section Ratio Checked Common Criteria Class 1 (Plastic) Class 2 (Compact) Class 3 (Semi-Compact) Rolled ≤ 8.5 ε≤ 9.5 ε≤ 15 ε b / T Welded ≤ 7.5 ε≤ 8.5 ε≤ 13 ε α < 2 ε α 6 0 4 0 79 . . + ≤ ε α 98 ≤ If r > 0...
This Technical Note begins by defining the program's default allowable shear connector capacity for BS 5950-90 composite beam design. Next the procedure used to determine the number of shear connectors on the beam is explained. Shear Capacity of a Shear Stud Connector The capacity of a single...
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Composite Beam Design BS 5950-90 Beam Deflection Checks Deflection of a Composite Beam Page 4 of 6 The program considers the effect of propped and unpropped construction methods. For unpropped construction, the imposed load deflection is based on the properties of the composite section, but the ...
Composite Beam Design BS 5950-90 Transverse Reinforcement Trail Failure Surfaces and Check Locations Page 4 of 4 tudinal shear stress, the transverse reinforcement per unit spacing is com- puted. The maximum of such required transverse reinforcement values is re- ...