Table 2: The ultimate bearing capacity of the reinforced concrete beam under different condition.

Fire Duration Time(min) Room Temper-ature 30min 60min 120min
No Cracks Five Cracks Five Cracks in Two-side No Cracks Five Cracks Five Cracks in Two-side No Cracks Five Cracks Five Cracks in Two-side
The Bearing Capacity Under Axial Stress (kN) 3519 3254 1588 1573 1705 1132 1098 1177 790 753
The Bearing Capacity of Eccentricity Compression Column (kN) 405 396.5 189.2 188.5 256.5 62 61.4 155.3 25.5 25.2