Journal of Engineering / 2018 / Article / Tab 2

Research Article

Behavior of RBS Beams Reinforced by Stiffeners Subjected to Cyclic Loading

Table 2

The maximum stress at the maximum displacement of the RBS beams during the sixth cycle.

RBSSLBVSTFHSTFVHSTF-1/3VHSTF-1/2VHSTF-4/5

W24 × 76Fixed end1.101.121.201.131.131.201.19
RBS section1.631.562.061.651.771.771.80

W30 × 99Fixed end1.151.211.121.261.211.221.18
RBS section1.431.761.831.511.551.501.51

W36 × 194Fixed end1.151.211.351.231.161.221.23
RBS section1.902.202.071.902.001.931.85