A steel composite beam section is shown in Fig. 2. The beam is
simply supported with a span of 6.5 meter. It is required to: (1)
Determine the flexural strength of the composite beam with the full
composite action; (2) Calculate the spacing (s) of the shear stud
to ensure the full composite action if the strength of one shear
stud is 45 kN.
A steel composite beam section is shown in Fig. 2. The beam is simply supported with a span of 6.5 meter. It is required to: (1) Determine the flexural strength of the composite beam with the full composite action; (2) Calculate the spacing (s) of the shear stud to ensure the full composite action if the strength of one shear stud is 45 kN. Beff 200 TAKKAN TAVAT: # 55 C30 Concrete S Shear Stud 30 6500 Fig.2. Steel composite beam (mm). 30 S235 steel 15 400 250-
A steel composite beam section is shown in Fig. 2. The beam is simply supported with a span of 6.5 meter. It is required
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A steel composite beam section is shown in Fig. 2. The beam is simply supported with a span of 6.5 meter. It is required
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