Advances in Civil Engineering / 2012 / Article / Tab 2

Research Article

The Design of a Semi-Prefabricated LVL-Concrete Composite Floor

Table 2

Stress and deflection ratios for different ULS and SLS verifications.

Type of verificationULSULSULSSLSSLS
Load combination,

Timber—axial stress0.520.530.28
Timber—shear stresses0.440.440.08
Timber—bearing at support0.690.690.34
Concrete—compr. stresses0.320.290.10
Connection—shear at 0.880.870.42
Connection—shear at 0.740.720.35
Midspan deflection0.330.87

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