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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.
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