engineering recuitment HPCL Engineer Mock Test 2024 Structural Analysis Methods of Structural Analysis
The rigid portal frame shown in the given figure will not have any side sway if (Note: I2 = the moment of inertia of the column cross-section, I1 = the moment of inertia of the beam cross-section)
1
it is subjected to vertical loading only
2
I 2 = 2 I1
3
2I2 = I1
4
the loading is symmetrical about its center line