Table 2 - Summary and Comparison Results of Example #2

Code

Equation

(EI)_eff (kip-in.²)

ACI 318-19/14/11

6.6.4.4.4b

4.033×10¹⁰

CSA A23.3-19/14/04

Eq. 10-19

4.033×10¹⁰

AASHTO 9^th

5.6.4.3-1

4.033×10¹⁰

ACI 318-19/14/11

6.6.4.4.4a

4.111×10¹⁰

CSA A23.3-19/14/04

Eq. 10-20

4.111×10¹⁰

AASHTO 9^th

5.6.4.3-2

4.111×10¹⁰

ACI 318-19/14/11

6.6.4.4.4c

8.994×10^{10 *}

8.994×10^{10 **}

^*

^**

P_u = 4,200 kN, M_u,top = 105 kN-m, P_o = 10,696.00 kN

P_u = 4,200 kN, M_u,bottom = 17.5 kN-m, P_o = 10,696.00 kN