Strong Column - Weak Beam Control

According to TBDY 2018 9.3.2, the condition that strong column - weak beam is checked by Equation 9.7. Calculations are done for the first floor beams and the PL007 column.

It is determined as C_pr=1.2.

kNm

m

kN

kN

The shear forces V_dR and V_dL (1.2G+0.5Q+0.2S) determined only under the vertical loads in the above equations are obtained under the load combination.

Under the load combination 1.2G+0.5Q+0.2S+D(E_d (X) +0.3E _d(Y) )+0.3Ez, the axial compression force, P_ucZ, is determined.

1.2G+0.5Q+0.2S+D(E_d^(X) +0.3E_d^(Y))+0.3Ez combination of axial compression force under load, P_UC1 is determined.

Next Topic

Design of 8 Bolts Stiffened End Plate Connection