document3
DESCRIPTION
daasTRANSCRIPT
Date Page
24.12.14
Checked Approved
IMT KGN
12.0 Load Combination
Load Combination for Limit state shall be as per annex B of IRC 6-2010 . The following
Limit states are considered below.
i) Ultimate limit state - ULS
ii) Serviceability limit state -SLS
12.1 ULS Load Combinations
Ultimate limit state load combination shall be calculated as per table 3.2 of IRC 6-2014
Sl.No DL SIDL WC LL PS
1 1.35 1.35 1.75 1.5 1
DL - Dead load WC - Pavement layer
SIDL - Super imposed DL LL - Live load TL - Temperature load
PS - Prestressing Load
12.2 SLS Load Combinations
Serviceability limit state load combination shall be calculated as per table 3.3 of IRC 6-2014
Load combination and load factors
Sl.No DL SIDL WC TL LL PS
1 1.0 1.0 1.0 0.6 1.0 0.9
2 1.0 1.0 1.0 1.0 0.75 0.9
3 Frequent 1.0 1.0 1.0 0.5 0.75 0.9
4 1.0 1.0 1.0 0.5 0 0.9
Rare - 2 (Temp
leading)
Quasi permanent
Project: Four Laning of Sambalpur- Rourkela SH 10Doc No
DC0042
C1132722 Design of PSC I Girder(36.08m span)Designed
DRT
L&T INFRASTRUCTURE ENGINEERING LIMITED
Combination
(live load leading)
Combination
Rare - 1 (LL
leading)