|
View previous topic :: View next topic |
Author |
Message |
mc.upadhyay1 ...
Joined: 26 Jan 2003 Posts: 134
|
Posted: Tue Nov 04, 2003 5:57 am Post subject: Clause 4.3.6 Notional Horizontal loads |
|
|
Hello I think the notional horizontal loads are given only to check the sway stability of the rigid jointed frame i.e. we have to calculate the deflection of each storey , for these notional hor. loads with gravity loads and check the criteria given in Cl. 4.1.2 c) . We don't have to design the structure for these hypothetical loads, so there is no question of considering other loads with these notional hor. loads.
But i would like to know from moderators & others whether the deflection given as per Cl 4.1.2 c) is absolute or relative.
Regards
Mukesh Upadhyay
Posted via Email |
|
Back to top |
|
|
|
|
You cannot post new topics in this forum You cannot reply to topics in this forum You cannot edit your posts in this forum You cannot delete your posts in this forum You cannot vote in polls in this forum You can attach files in this forum You can download files in this forum
|
|
|
|