Project 1

Aim and Introduction for a Raft Foundation Design of a Box-Type Structure:

 Aim:

The aim of this raft foundation design is to provide a stable and cost-effective foundation solution for a box-type structure. This design intends to distribute the structural loads evenly to the underlying soil, ensuring the safety and long-term performance of the structure. The design also considers factors such as soil properties, structural requirements, and local environmental conditions to optimize the foundation's design and construction.

Introduction:

The foundation is a critical element in the construction of any structure, as it bears the weight of the building and transfers it to the ground. In the case of a box-type structure, characterized by its large and uniform footprint, a raft foundation proves to be a practical and efficient choice. This design approach involves a continuous concrete slab that covers the entire area beneath the structure, effectively spreading the load and minimizing settlement concerns.

The design of a raft foundation for a box-type structure is a complex process that necessitates a comprehensive understanding of various engineering disciplines, including structural engineering, geotechnical engineering, and construction materials science. This design aims to strike a balance between structural stability, load-bearing capacity, and economic feasibility.

 Key considerations in this design process include:

 <!-- [if !supportLists]-->· <!--[endif]-->Structural Load Analysis:

Understanding the structural requirements of the box-type building, including dead loads, live loads, wind loads, and seismic forces, is fundamental to the design.

 <!-- [if !supportLists]-->· <!--[endif]-->Soil Investigation:

Detailed geotechnical investigations are essential to assess the soil properties and its bearing capacity. The type and strength of the underlying soil significantly influence the foundation design.

 <!-- [if !supportLists]-->· <!--[endif]-->Foundation Design Parameters:

Determining the appropriate foundation thickness, reinforcement requirements, and concrete mix design to meet structural and load-bearing criteria.

 <!-- [if !supportLists]-->· <!--[endif]-->Settlement Analysis:

Predicting and minimizing differential settlement across the foundation to ensure the long-term integrity of the structure.

 <!-- [if !supportLists]-->· <!--[endif]-->Environmental Factors:

Considering local climate conditions, groundwater levels, and potential soil erosion or expansion issues that may impact the foundation's performance.

 <!-- [if !supportLists]-->· <!--[endif]-->Construction Methodology:

Developing construction plans and methodologies to ensure the proper execution of the designed raft foundation.

 <!-- [if !supportLists]-->· <!--[endif]-->Conclusion:

 This raft foundation design for a box-type structure aims to provide a reliable and cost-effective solution that ensures the structural integrity and safety of the structure while accounting for various site-specific factors. This project demands interdisciplinary collaboration and a meticulous approach to engineering and construction practices to achieve a successful outcome.

Basic Design Data

Design Philosophy@ RCC Box Type Structure

1    Description of structure                                                                                                  

         Geometry Model                                                                                                   

        The RCC box structure is modelled as a plane frame in Staad Pro software and the corresponding analysis is done.

2    Design Standards                                                                                                   

          Codes & Standard                                                                                                   

          The design of various components of the bridge, in general are based on provisions of IRC.

          The list of IRC Codes (latest revisions) given below will serve as a guide for design of structure

          IRC 005-2015    Standard Specifications and Code of Practice for Road Bridges, Section I — General Features of Design

             IRC 006-2014    Standard Specifications and Code of Practice for Road Bridges, Section-II Loads and Load Combinations

             IRC 112-2011    Code of Practice for Concrete Road Bridges                                                  

3        Loading                                                                                                                    

3.1    Deal Load (DL)                                                                                                         

          Unit weight for Dead Loads calculation has been considered by adopting unit weight as per IRC"6-2014

          Standard Specifications and Code of Practice for Road Bridges, Section-II Loads and Load Combinations

3.2    Super-Imposed Deal Load (SIDL)                                                                                   

          Unit weight for Super-Imposed Deal Load shall be conformity with IRC"6-2017                      

          Standard Specifications and Code of Practice for Road Bridges, Section-II Loads and Load Combinations

3.3    Load due to Earth Pressure                                                                                  

          Static Earth Pressure has been acting on the vertical wall of the RCC Box.       

          Earth pressure co-efficient has been taken as 0.5.                                             

3.4    Carriage way Live load (CWLL)                                                                             

          Live loads confirming to IRC 6-2011 have been considered in the analysis of the RCC Box Structure and

          Class of loading w1hichover produces the severe effect has been considered in the design. 

          Transverse dispersion through W/C has been considered.                                

          Longitudinal dispersion through W/C and effective slab thickness has been considered as per IRC 112-2011

3.5    Live Load live load Surcharge                                                                               

          The RCC box structure has been analysed considering a live load surcharge             

          equivalent to 1.2 metre height of Earth fill.                                                         

3.6    Load due to Temperature Variation                                                                              

          Uniform temperature as well as temperature gradient has been considered as per clause 215 of IRC 6. 

3.6    Load combination                                                                                                   

          Load combination for limited given Annexure B of  IRC 6 has been considered.        

          The following limit states are considered.                                                           

3.6.1 Ultimate limit state (ULS)                                                                                     

          Under this limit state,                                                                                                      

3.6.1.1  Bending moment checked.                                                                                   

3.6.1.2  Shear force checked.                                                                                              

3.6.2 Serviceability limit state (SLS)                                                                              

          Under this limit state: -                                                                                                    

3.6.2.1  Stress In concrete                                                                                                   

3.6.2.2  Stress in Reinforcement                                                                                        

3.6.2.3  Crack width                                                                                                             

3.6.2.4  Deflection                                                                                                                

4        Structural Analysis:                                                                                                          

The analysis of the RCC box bridge has Modelled as a 2D structure in a Start Pro.The live load dispersion has been considered according to informative annexure B of IRC 112-2011 i.e., effective width methods. Since the box is fully resting on the soil, the basis support. Condition was simulated by providing discrete spring supports for the base slab. Soil springs stiffness has been calculated based on safe bearing capacity of soil.

5        Durability and Maintenance considerations:                                                     

5.1     Concrete.                                                                                                                 

          Grade of concrete for RCC box.                                                             =     M30 

          Grade of concrete for PCC works.                                                         =     M15 

5.2     Reinforcement.                                                                                                      

          HYSD bars. Grade Fe500D conforming to IS 1786 2008 and eight are provided as reinforcement. 

5.3    Clear cover.                                                                                                             

          The minimum cover. 2 reinforcements have been determined from the recommendations of IRC:112-2011, considering the local environmental conditions.  Following clear cover has been adopted for the various components: - 

          A structural component having faces in contract with Earth           =     75      mm

          A structural component having faces not in contact with earth       =     50      mm

          Foundation.                                                                               =     75      mm

5.4    Condition of exposure.                                                                                         

          Condition of exposure is taken as moderate.                                                      

5.5     Soil properties.                                                                                                        

          For the soil used for the backfilling the density has been taken as 18kN/ m³  as far IRC:6-2017

          The SBC for the box structures has been taken as per sub - soil investigation report.             

6        Load cases.                                                                                                              

6.1    Dry condition (No fill)                                                                                                      

          Load case.                Title.                                                                                       

          1                               Sell-weight                                                                             

          2                               Super impose load due to wearing code.  +UDL due to profile correction course. 

          3                               Earth pressure at rest.                                                          

          4                               Live load on top 70 a truck. (2 lane and 4 lane.)                 

          5                               Live load on top (40 tonne Bogie) (2 lane and 4 Lane.)      

          6                               Live load surcharges both sides.                                          

          7                               Live load surcharge left side.                                                

          8                               Live load surcharge right side.                                             

          9                               Braking force left side.                                                          

          10                             Braking force right side.                                                        

          11                             Uniform temperature rises.                                                 

          12                             Uniform temperature fall.                                                    

          13                             Temperature gradient rise.                                                  

          14                             Temperature gradient fall.                                                   

          15                             Live load on top (class AA tracked). 02 Lane and 4 Lane)   

          16                             Paver load as suggested by client.                                       

Ultimate limit state                                                                                                         

For checking capacity of section for flexure and shear, basic combination is used. 

Serviceability limit state                                                                                                 

For checking stress in concrete and reinforcement.  Rare combination is used. 

For Checking cracked width, Quasi-, permanent is used.                                            

Deflection is checked for live load only as per clause 12.4 of IRC: 112 -2011             

•  General Arrangement Drawing:-

                                                                This is a Box type structure having dimension as below in mm.

asic 

• Outer wall saging Moment( at mid span): 

• ULS Combination :

LOAD	COMB	1000	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5
LOAD	COMB	1001	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	6	1.2
LOAD	COMB	1002	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	7	1.2
LOAD	COMB	1003	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	6	1.2	8	1.5
LOAD	COMB	1004	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	7	1.2	9	1.5
LOAD	COMB	1005	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5
LOAD	COMB	1006	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	6	1.2
LOAD	COMB	1007	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	7	1.2
LOAD	COMB	1008	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	6	1.2	8	1.5
LOAD	COMB	1009	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	7	1.2	9	1.5
LOAD	COMB	1010	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5
LOAD	COMB	1011	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	6	1.2
LOAD	COMB	1012	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	7	1.2
LOAD	COMB	1013	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	6	1.2	8	1.5
LOAD	COMB	1014	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	7	1.2	9	1.5
LOAD	COMB	1015	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9
LOAD	COMB	1016	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	6	1.2
LOAD	COMB	1017	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	7	1.2
LOAD	COMB	1018	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	6	1.2	8	1.5
LOAD	COMB	1019	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	7	1.2	9	1.5
LOAD	COMB	1020	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9
LOAD	COMB	1021	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	6	1.2
LOAD	COMB	1022	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	7	1.2
LOAD	COMB	1023	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	6	1.2	8	1.5
LOAD	COMB	1024	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	7	1.2	9	1.5
LOAD	COMB	1025	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	12	1.15
LOAD	COMB	1026	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	13	1.15
LOAD	COMB	1027	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	14	1.15
LOAD	COMB	1028	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	15	1.15
LOAD	COMB	1029	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	16	1.15
LOAD	COMB	1030	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	17	1.15
LOAD	COMB	1031	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	12	1.15
LOAD	COMB	1032	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	13	1.15
LOAD	COMB	1033	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	14	1.15
LOAD	COMB	1034	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	15	1.15
LOAD	COMB	1035	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	16	1.15
LOAD	COMB	1036	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	17	1.15
LOAD	COMB	1037	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	12	1.15	6	1.2
LOAD	COMB	1038	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	13	1.15	6	1.2
LOAD	COMB	1039	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	14	1.15	6	1.2
LOAD	COMB	1040	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	15	1.15	6	1.2
LOAD	COMB	1041	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	16	1.15	6	1.2
LOAD	COMB	1042	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	17	1.15	6	1.2
LOAD	COMB	1043	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	12	1.15	6	1.2
LOAD	COMB	1044	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	13	1.15	6	1.2
LOAD	COMB	1045	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	14	1.15	6	1.2
LOAD	COMB	1046	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	15	1.15	6	1.2
LOAD	COMB	1047	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	16	1.15	6	1.2
LOAD	COMB	1048	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	17	1.15	6	1.2
LOAD	COMB	1049	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	12	1.15	7	1.2
LOAD	COMB	1050	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	13	1.15	7	1.2
LOAD	COMB	1051	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	14	1.15	7	1.2
LOAD	COMB	1052	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	15	1.15	7	1.2
LOAD	COMB	1053	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	16	1.15	7	1.2
LOAD	COMB	1054	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	1.5	17	1.15	7	1.2
LOAD	COMB	1055	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	12	1.15	7	1.2
LOAD	COMB	1056	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	13	1.15	7	1.2
LOAD	COMB	1057	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	14	1.15	7	1.2
LOAD	COMB	1058	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	15	1.15	7	1.2
LOAD	COMB	1059	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	16	1.15	7	1.2
LOAD	COMB	1060	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	1.5	17	1.15	7	1.2
LOAD	COMB	1061	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	12	1.5
LOAD	COMB	1062	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	13	1.5
LOAD	COMB	1063	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	14	1.5
LOAD	COMB	1064	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	15	1.5
LOAD	COMB	1065	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	16	1.5
LOAD	COMB	1066	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	17	1.5
LOAD	COMB	1067	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	12	1.5
LOAD	COMB	1068	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	13	1.5
LOAD	COMB	1069	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	14	1.5
LOAD	COMB	1070	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	15	1.5
LOAD	COMB	1071	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	16	1.5
LOAD	COMB	1072	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	17	1.5
LOAD	COMB	1073	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	12	1.5	6	1.2
LOAD	COMB	1074	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	13	1.5	6	1.2
LOAD	COMB	1075	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	14	1.5	6	1.2
LOAD	COMB	1076	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	15	1.5	6	1.2
LOAD	COMB	1077	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	16	1.5	6	1.2
LOAD	COMB	1078	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	17	1.5	6	1.2
LOAD	COMB	1079	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	12	1.5	6	1.2
LOAD	COMB	1080	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	13	1.5	6	1.2
LOAD	COMB	1081	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	14	1.5	6	1.2
LOAD	COMB	1082	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	15	1.5	6	1.2
LOAD	COMB	1083	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	16	1.5	6	1.2
LOAD	COMB	1084	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	17	1.5	6	1.2
LOAD	COMB	1085	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	12	1.5	7	1.2
LOAD	COMB	1086	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	13	1.5	7	1.2
LOAD	COMB	1087	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	14	1.5	7	1.2
LOAD	COMB	1088	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	15	1.5	7	1.2
LOAD	COMB	1089	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	16	1.5	7	1.2
LOAD	COMB	1090	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	17	1.5	7	1.2
LOAD	COMB	1091	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	12	1.5	7	1.2
LOAD	COMB	1092	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	13	1.5	7	1.2
LOAD	COMB	1093	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	14	1.5	7	1.2
LOAD	COMB	1094	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	15	1.5	7	1.2
LOAD	COMB	1095	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	16	1.5	7	1.2
LOAD	COMB	1096	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	17	1.5	7	1.2
LOAD	COMB	1097	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	12	1.5
LOAD	COMB	1098	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	13	1.5
LOAD	COMB	1099	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	14	1.5
LOAD	COMB	1100	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	15	1.5
LOAD	COMB	1101	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	16	1.5
LOAD	COMB	1102	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	17	1.5
LOAD	COMB	1103	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	12	1.5
LOAD	COMB	1104	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	13	1.5
LOAD	COMB	1105	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	14	1.5
LOAD	COMB	1106	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	15	1.5
LOAD	COMB	1107	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	16	1.5
LOAD	COMB	1108	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	17	1.5
LOAD	COMB	1109	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	12	1.5	6	1.2	8	1.15
LOAD	COMB	1110	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	13	1.5	6	1.2	8	1.15
LOAD	COMB	1111	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	14	1.5	6	1.2	8	1.15
LOAD	COMB	1112	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	15	1.5	6	1.2	8	1.15
LOAD	COMB	1113	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	16	1.5	6	1.2	8	1.15
LOAD	COMB	1114	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	17	1.5	6	1.2	8	1.15
LOAD	COMB	1115	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	12	1.5	6	1.2	8	1.15
LOAD	COMB	1116	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	13	1.5	6	1.2	8	1.15
LOAD	COMB	1117	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	14	1.5	6	1.2	8	1.15
LOAD	COMB	1118	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	15	1.5	6	1.2	8	1.15
LOAD	COMB	1119	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	16	1.5	6	1.2	8	1.15
LOAD	COMB	1120	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	17	1.5	6	1.2	8	1.15
LOAD	COMB	1121	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	12	1.5	7	1.2	9	1.15
LOAD	COMB	1122	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	13	1.5	7	1.2	9	1.15
LOAD	COMB	1123	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	14	1.5	7	1.2	9	1.15
LOAD	COMB	1124	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	15	1.5	7	1.2	9	1.15
LOAD	COMB	1125	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	16	1.5	7	1.2	9	1.15
LOAD	COMB	1126	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	17	1.5	7	1.2	9	1.15
LOAD	COMB	1127	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	12	1.5	7	1.2	9	1.15
LOAD	COMB	1128	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	13	1.5	7	1.2	9	1.15
LOAD	COMB	1129	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	14	1.5	7	1.2	9	1.15
LOAD	COMB	1130	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	15	1.5	7	1.2	9	1.15
LOAD	COMB	1131	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	16	1.5	7	1.2	9	1.15
LOAD	COMB	1132	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	17	1.5	7	1.2	9	1.15
LOAD	COMB	1133	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	12	1.15	6	1.2	8	1.5
LOAD	COMB	1134	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	13	1.15	6	1.2	8	1.5
LOAD	COMB	1135	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	14	1.15	6	1.2	8	1.5
LOAD	COMB	1136	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	15	1.15	6	1.2	8	1.5
LOAD	COMB	1137	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	16	1.15	6	1.2	8	1.5
LOAD	COMB	1138	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	17	1.15	6	1.2	8	1.5
LOAD	COMB	1139	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	12	1.15	6	1.2	8	1.5
LOAD	COMB	1140	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	13	1.15	6	1.2	8	1.5
LOAD	COMB	1141	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	14	1.15	6	1.2	8	1.5
LOAD	COMB	1142	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	15	1.15	6	1.2	8	1.5
LOAD	COMB	1143	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	16	1.15	6	1.2	8	1.5
LOAD	COMB	1144	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	17	1.15	6	1.2	8	1.5
LOAD	COMB	1145	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	12	1.15	7	1.2	9	1.5
LOAD	COMB	1146	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	13	1.15	7	1.2	9	1.5
LOAD	COMB	1147	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	14	1.15	7	1.2	9	1.5
LOAD	COMB	1148	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	15	1.15	7	1.2	9	1.5
LOAD	COMB	1149	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	16	1.15	7	1.2	9	1.5
LOAD	COMB	1150	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	17	1.15	7	1.2	9	1.5
LOAD	COMB	1151	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	12	1.15	7	1.2	9	1.5
LOAD	COMB	1152	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	13	1.15	7	1.2	9	1.5
LOAD	COMB	1153	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	14	1.15	7	1.2	9	1.5
LOAD	COMB	1154	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	15	1.15	7	1.2	9	1.5
LOAD	COMB	1155	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	16	1.15	7	1.2	9	1.5
LOAD	COMB	1156	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	17	1.15	7	1.2	9	1.5
LOAD	COMB	1157	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	13	1.15	6	0	8	1.5
LOAD	COMB	1158	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	14	1.15	6	0	8	1.5
LOAD	COMB	1159	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	15	1.15	6	0	8	1.5
LOAD	COMB	1160	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	16	1.15	6	0	8	1.5
LOAD	COMB	1161	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	17	1.15	6	0	8	1.5
LOAD	COMB	1162	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	12	1.15	6	0	8	1.5
LOAD	COMB	1163	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	13	1.15	6	0	8	1.5
LOAD	COMB	1164	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	14	1.15	6	0	8	1.5
LOAD	COMB	1165	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	15	1.15	6	0	8	1.5
LOAD	COMB	1166	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	16	1.15	6	0	8	1.5
LOAD	COMB	1167	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	17	1.15	6	0	8	1.5
LOAD	COMB	1168	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	12	1.15	7	0	9	1.5
LOAD	COMB	1169	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	13	1.15	7	0	9	1.5
LOAD	COMB	1170	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	14	1.15	7	0	9	1.5
LOAD	COMB	1171	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	15	1.15	7	0	9	1.5
LOAD	COMB	1172	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	16	1.15	7	0	9	1.5
LOAD	COMB	1173	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	17	1.15	7	0	9	1.5
LOAD	COMB	1174	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	12	1.15	7	0	9	1.5
LOAD	COMB	1175	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	13	1.15	7	0	9	1.5
LOAD	COMB	1176	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	14	1.15	7	0	9	1.5
LOAD	COMB	1177	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	15	1.15	7	0	9	1.5
LOAD	COMB	1178	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	16	1.15	7	0	9	1.5
LOAD	COMB	1179	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	17	1.15	7	0	9	1.5
LOAD	COMB	1180	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	14	1.5	6	0	8	1.15
LOAD	COMB	1181	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	15	1.5	6	0	8	1.15
LOAD	COMB	1182	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	16	1.5	6	0	8	1.15
LOAD	COMB	1183	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	17	1.5	6	0	8	1.15
LOAD	COMB	1184	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	12	1.5	6	0	8	1.15
LOAD	COMB	1185	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	13	1.5	6	0	8	1.15
LOAD	COMB	1186	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	14	1.5	6	0	8	1.15
LOAD	COMB	1187	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	15	1.5	6	0	8	1.15
LOAD	COMB	1188	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	16	1.5	6	0	8	1.15
LOAD	COMB	1189	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	17	1.5	6	0	8	1.15
LOAD	COMB	1190	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	12	1.5	7	0	9	1.15
LOAD	COMB	1191	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	13	1.5	7	0	9	1.15
LOAD	COMB	1192	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	14	1.5	7	0	9	1.15
LOAD	COMB	1193	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	15	1.5	7	0	9	1.15
LOAD	COMB	1194	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	16	1.5	7	0	9	1.15
LOAD	COMB	1195	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	10	0.9	17	1.5	7	0	9	1.15
LOAD	COMB	1196	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	12	1.5	7	0	9	1.15
LOAD	COMB	1197	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	13	1.5	7	0	9	1.15
LOAD	COMB	1198	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	14	1.5	7	0	9	1.15
LOAD	COMB	1199	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	15	1.5	7	0	9	1.15
LOAD	COMB	1200	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	16	1.5	7	0	9	1.15
LOAD	COMB	1201	ULS_BASIC+NO WATER
1	1.35	2	1.35	3	1.75	4	1.5	11	0.9	17	1.5	7	0	9	1.15

• SLS Rare Combination:

LOAD	COMB	2000	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1
LOAD	COMB	2001	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	6	0.8
LOAD	COMB	2002	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	7	0.8
LOAD	COMB	2003	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	6	0.8	8	1
LOAD	COMB	2004	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	7	0.8	9	1
LOAD	COMB	2005	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1
LOAD	COMB	2006	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	6	0.8
LOAD	COMB	2007	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	7	0.8
LOAD	COMB	2008	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	6	0.8	8	1
LOAD	COMB	2009	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	7	0.8	9	1
LOAD	COMB	2010	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1
LOAD	COMB	2011	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	6	0.8
LOAD	COMB	2012	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	7	0.8
LOAD	COMB	2013	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	6	0.8	8	1
LOAD	COMB	2014	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	7	0.8	9	1
LOAD	COMB	2015	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6
LOAD	COMB	2016	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	6	0.8
LOAD	COMB	2017	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	7	0.8
LOAD	COMB	2018	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	6	0.8	8	1
LOAD	COMB	2019	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	7	0.8	9	1
LOAD	COMB	2020	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6
LOAD	COMB	2021	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	6	0.8
LOAD	COMB	2022	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	7	0.8
LOAD	COMB	2023	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	6	0.8	8	1
LOAD	COMB	2024	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	7	0.8	9	1
LOAD	COMB	2025	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	12	0.75
LOAD	COMB	2026	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	13	0.75
LOAD	COMB	2027	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	14	0.75
LOAD	COMB	2028	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	15	0.75
LOAD	COMB	2029	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	16	0.75
LOAD	COMB	2030	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	17	0.75
LOAD	COMB	2031	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	12	0.75
LOAD	COMB	2032	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	13	0.75
LOAD	COMB	2033	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	14	0.75
LOAD	COMB	2034	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	15	0.75
LOAD	COMB	2035	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	16	0.75
LOAD	COMB	2036	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	17	0.75
LOAD	COMB	2037	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	12	0.75	6	0.8
LOAD	COMB	2038	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	13	0.75	6	0.8
LOAD	COMB	2039	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	14	0.75	6	0.8
LOAD	COMB	2040	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	15	0.75	6	0.8
LOAD	COMB	2041	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	16	0.75	6	0.8
LOAD	COMB	2042	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	17	0.75	6	0.8
LOAD	COMB	2043	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	12	0.75	6	0.8
LOAD	COMB	2044	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	13	0.75	6	0.8
LOAD	COMB	2045	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	14	0.75	6	0.8
LOAD	COMB	2046	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	15	0.75	6	0.8
LOAD	COMB	2047	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	16	0.75	6	0.8
LOAD	COMB	2048	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	17	0.75	6	0.8
LOAD	COMB	2049	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	12	0.75	7	0.8
LOAD	COMB	2050	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	13	0.75	7	0.8
LOAD	COMB	2051	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	14	0.75	7	0.8
LOAD	COMB	2052	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	15	0.75	7	0.8
LOAD	COMB	2053	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	16	0.75	7	0.8
LOAD	COMB	2054	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	1	17	0.75	7	0.8
LOAD	COMB	2055	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	12	0.75	7	0.8
LOAD	COMB	2056	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	13	0.75	7	0.8
LOAD	COMB	2057	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	14	0.75	7	0.8
LOAD	COMB	2058	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	15	0.75	7	0.8
LOAD	COMB	2059	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	16	0.75	7	0.8
LOAD	COMB	2060	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	1	17	0.75	7	0.8
LOAD	COMB	2061	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	12	1
LOAD	COMB	2062	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	13	1
LOAD	COMB	2063	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	14	1
LOAD	COMB	2064	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	15	1
LOAD	COMB	2065	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	16	1
LOAD	COMB	2066	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	17	1
LOAD	COMB	2067	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	12	1
LOAD	COMB	2068	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	13	1
LOAD	COMB	2069	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	14	1
LOAD	COMB	2070	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	15	1
LOAD	COMB	2071	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	16	1
LOAD	COMB	2072	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	17	1
LOAD	COMB	2073	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	12	1	6	0.8
LOAD	COMB	2074	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	13	1	6	0.8
LOAD	COMB	2075	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	14	1	6	0.8
LOAD	COMB	2076	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	15	1	6	0.8
LOAD	COMB	2077	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	16	1	6	0.8
LOAD	COMB	2078	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	17	1	6	0.8
LOAD	COMB	2079	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	12	1	6	0.8
LOAD	COMB	2080	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	13	1	6	0.8
LOAD	COMB	2081	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	14	1	6	0.8
LOAD	COMB	2082	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	15	1	6	0.8
LOAD	COMB	2083	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	16	1	6	0.8
LOAD	COMB	2084	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	17	1	6	0.8
LOAD	COMB	2085	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	12	1	7	0.8
LOAD	COMB	2086	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	13	1	7	0.8
LOAD	COMB	2087	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	14	1	7	0.8
LOAD	COMB	2088	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	15	1	7	0.8
LOAD	COMB	2089	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	16	1	7	0.8
LOAD	COMB	2090	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	17	1	7	0.8
LOAD	COMB	2091	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	12	1	7	0.8
LOAD	COMB	2092	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	13	1	7	0.8
LOAD	COMB	2093	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	14	1	7	0.8
LOAD	COMB	2094	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	15	1	7	0.8
LOAD	COMB	2095	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	16	1	7	0.8
LOAD	COMB	2096	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	17	1	7	0.8
LOAD	COMB	2097	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	12	1
LOAD	COMB	2098	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	13	1
LOAD	COMB	2099	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	14	1
LOAD	COMB	2100	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	15	1
LOAD	COMB	2101	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	16	1
LOAD	COMB	2102	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	17	1
LOAD	COMB	2103	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	12	1
LOAD	COMB	2104	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	13	1
LOAD	COMB	2105	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	14	1
LOAD	COMB	2106	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	15	1
LOAD	COMB	2107	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	16	1
LOAD	COMB	2108	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	17	1
LOAD	COMB	2109	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	12	1	6	0.8	8	0.75
LOAD	COMB	2110	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	13	1	6	0.8	8	0.75
LOAD	COMB	2111	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	14	1	6	0.8	8	0.75
LOAD	COMB	2112	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	15	1	6	0.8	8	0.75
LOAD	COMB	2113	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	16	1	6	0.8	8	0.75
LOAD	COMB	2114	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	17	1	6	0.8	8	0.75
LOAD	COMB	2115	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	12	1	6	0.8	8	0.75
LOAD	COMB	2116	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	13	1	6	0.8	8	0.75
LOAD	COMB	2117	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	14	1	6	0.8	8	0.75
LOAD	COMB	2118	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	15	1	6	0.8	8	0.75
LOAD	COMB	2119	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	16	1	6	0.8	8	0.75
LOAD	COMB	2120	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	17	1	6	0.8	8	0.75
LOAD	COMB	2121	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	12	1	7	0.8	9	0.75
LOAD	COMB	2122	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	13	1	7	0.8	9	0.75
LOAD	COMB	2123	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	14	1	7	0.8	9	0.75
LOAD	COMB	2124	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	15	1	7	0.8	9	0.75
LOAD	COMB	2125	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	16	1	7	0.8	9	0.75
LOAD	COMB	2126	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	17	1	7	0.8	9	0.75
LOAD	COMB	2127	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	12	1	7	0.8	9	0.75
LOAD	COMB	2128	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	13	1	7	0.8	9	0.75
LOAD	COMB	2129	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	14	1	7	0.8	9	0.75
LOAD	COMB	2130	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	15	1	7	0.8	9	0.75
LOAD	COMB	2131	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	16	1	7	0.8	9	0.75
LOAD	COMB	2132	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	17	1	7	0.8	9	0.75
LOAD	COMB	2133	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	12	1	6	0.8	8	0.75
LOAD	COMB	2134	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	13	1	6	0.8	8	0.75
LOAD	COMB	2135	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	14	1	6	0.8	8	0.75
LOAD	COMB	2136	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	15	1	6	0.8	8	0.75
LOAD	COMB	2137	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	16	1	6	0.8	8	0.75
LOAD	COMB	2138	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	17	1	6	0.8	8	0.75
LOAD	COMB	2139	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	12	1	6	0.8	8	0.75
LOAD	COMB	2140	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	13	1	6	0.8	8	0.75
LOAD	COMB	2141	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	14	1	6	0.8	8	0.75
LOAD	COMB	2142	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	15	1	6	0.8	8	0.75
LOAD	COMB	2143	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	16	1	6	0.8	8	0.75
LOAD	COMB	2144	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	17	1	6	0.8	8	0.75
LOAD	COMB	2145	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	12	1	7	0.8	9	0.75
LOAD	COMB	2146	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	13	1	7	0.8	9	0.75
LOAD	COMB	2147	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	14	1	7	0.8	9	0.75
LOAD	COMB	2148	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	15	1	7	0.8	9	0.75
LOAD	COMB	2149	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	16	1	7	0.8	9	0.75
LOAD	COMB	2150	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	17	1	7	0.8	9	0.75
LOAD	COMB	2151	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	12	1	7	0.8	9	0.75
LOAD	COMB	2152	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	13	1	7	0.8	9	0.75
LOAD	COMB	2153	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	14	1	7	0.8	9	0.75
LOAD	COMB	2154	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	15	1	7	0.8	9	0.75
LOAD	COMB	2155	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	16	1	7	0.8	9	0.75
LOAD	COMB	2156	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	17	1	7	0.8	9	0.75
LOAD	COMB	2157	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	13	1	6	0	8	0.75
LOAD	COMB	2158	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	14	1	6	0	8	0.75
LOAD	COMB	2159	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	15	1	6	0	8	0.75
LOAD	COMB	2160	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	16	1	6	0	8	0.75
LOAD	COMB	2161	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	17	1	6	0	8	0.75
LOAD	COMB	2162	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	12	1	6	0	8	0.75
LOAD	COMB	2163	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	13	1	6	0	8	0.75
LOAD	COMB	2164	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	14	1	6	0	8	0.75
LOAD	COMB	2165	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	15	1	6	0	8	0.75
LOAD	COMB	2166	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	16	1	6	0	8	0.75
LOAD	COMB	2167	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	17	1	6	0	8	0.75
LOAD	COMB	2168	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	12	1	7	0	9	0.75
LOAD	COMB	2169	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	13	1	7	0	9	0.75
LOAD	COMB	2170	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	14	1	7	0	9	0.75
LOAD	COMB	2171	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	15	1	7	0	9	0.75
LOAD	COMB	2172	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	16	1	7	0	9	0.75
LOAD	COMB	2173	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	17	1	7	0	9	0.75
LOAD	COMB	2174	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	12	1	7	0	9	0.75
LOAD	COMB	2175	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	13	1	7	0	9	0.75
LOAD	COMB	2176	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	14	1	7	0	9	0.75
LOAD	COMB	2177	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	15	1	7	0	9	0.75
LOAD	COMB	2178	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	16	1	7	0	9	0.75
LOAD	COMB	2179	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	17	1	7	0	9	0.75
LOAD	COMB	2180	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	14	1	6	0	8	0.75
LOAD	COMB	2181	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	15	1	6	0	8	0.75
LOAD	COMB	2182	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	16	1	6	0	8	0.75
LOAD	COMB	2183	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	17	1	6	0	8	0.75
LOAD	COMB	2184	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	12	1	6	0	8	0.75
LOAD	COMB	2185	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	13	1	6	0	8	0.75
LOAD	COMB	2186	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	14	1	6	0	8	0.75
LOAD	COMB	2187	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	15	1	6	0	8	0.75
LOAD	COMB	2188	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	16	1	6	0	8	0.75
LOAD	COMB	2189	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	17	1	6	0	8	0.75
LOAD	COMB	2190	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	12	1	7	0	9	0.75
LOAD	COMB	2191	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	13	1	7	0	9	0.75
LOAD	COMB	2192	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	14	1	7	0	9	0.75
LOAD	COMB	2193	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	15	1	7	0	9	0.75
LOAD	COMB	2194	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	16	1	7	0	9	0.75
LOAD	COMB	2195	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	10	0.6	17	1	7	0	9	0.75
LOAD	COMB	2196	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	12	1	7	0	9	0.75
LOAD	COMB	2197	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	13	1	7	0	9	0.75
LOAD	COMB	2198	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	14	1	7	0	9	0.75
LOAD	COMB	2199	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	15	1	7	0	9	0.75
LOAD	COMB	2200	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	16	1	7	0	9	0.75
LOAD	COMB	2201	SLS_Rare+NO WATER
1	1	2	1	3	1.2	4	1	11	0.6	17	1	7	0	9	0.75

• SLS Quasi-Permaneent Combination:

LOAD	COMB	3000	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1
LOAD	COMB	3001	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1
LOAD	COMB	3002	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1
LOAD	COMB	3003	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1
LOAD	COMB	3004	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1
LOAD	COMB	3005	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	10	0.6
LOAD	COMB	3006	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	10	0.6
LOAD	COMB	3007	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	10	0.6
LOAD	COMB	3008	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	10	0.6
LOAD	COMB	3009	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	10	0.6
LOAD	COMB	3010	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	11	0.6
LOAD	COMB	3011	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	11	0.6
LOAD	COMB	3012	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	11	0.6
LOAD	COMB	3013	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	11	0.6
LOAD	COMB	3014	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	11	0.6
LOAD	COMB	3015	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	10	0.5
LOAD	COMB	3016	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	10	0.5
LOAD	COMB	3017	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	10	0.5
LOAD	COMB	3018	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	10	0.5
LOAD	COMB	3019	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	10	0.5
LOAD	COMB	3020	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	11	0.5
LOAD	COMB	3021	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	11	0.5
LOAD	COMB	3022	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	11	0.5
LOAD	COMB	3023	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	11	0.5
LOAD	COMB	3024	SLS Quasi-perm.
1	1	2	1	3	1.2	4	1	11	0.5

• Basic Design Data:

Design of single cell box structure

1/12.00x5.5/1.5

1

Design data.

No of Cells

=

1.00

No

Clear span.  ( Skew)

=

12.00

m

Clear spn.  ( Sq)

=

12.00

m

Clear height at outer edge

=

5.50

m

Clear height at median edge

=

5.50

m

Skew angle

=

-

o

width of Box

=

12.00

m

carriage Width

=

11.00

m

Width of Crash barrier

=

0.50

m

Width of footpath/Safety kerb

=

0.50

m

Width of Hunch

=

0.20

m

Depth of Hunch

=

0.20

m

Thickness of Wearing Coat

=

0.075

m

Thickness of profile correction course(PCC)

=

-

m

Thickness of wearing coat + profile correction course

=

0.08

m

thickness of fill over top slab excluding wearing coat

=

1.43

m

Depth of Top slab

=

0.60

m

Depth of Bottom Slab

=

0.80

m

Depth of External Vertical wall

=

0.80

m

Safe Bearinfg Capcity

=

80.00

kN/m2

Allowable Settlement

=

75.00

mm

Spring Constant

=

8.00E+03

kN/m3

Density of Concrete

=

25.00

kN/m3

Bulk Density of Soil

=

18.00

kN/m3

Density of Submerged Soil

=

10.00

kN/m3

Density of Profile corrective course

=

25.00

kN/m3

Density of Fill

=

18.00

kN/m3

Co-efficient of earth pressure at rest for Close Box Structure

=

0.50

Maximum air shade temperature

=

45.00

oC

Minimum air temperature

=

10.00

oC

Maxumum live load on box for braking force calcualtion

=

1,000.00

kN

Maxumum live load on box for braking force calcualtion

=

554.00

kN

1.1

Design Parameters

Grade of concrete.

=

M30

m

Grade of steel.

=

Fe500

m

Clear cover for earth face structural component.

=

75.00

mm

Clear cover for inside face structural component.

=

50.00

mm

Clear cover for foundation.

=

75.00

mm

1.2

Data for Staad input

=

m

No of division of Bottom Slab

=

10.00

2

Load Calculations

2.1

Dead Load

Self weight of the structure has been calculated directly.  Start profile in Staad file by the comment ''Self-Weight"

=

-1.00

Height of Fill on top slab per m width

(1.425*18)

=

25.65

kN/m

2.2

Superimposed dead load.

Thickness of Wearing+ profile correction course

=

0.08

m

Load(UDL) on top slab per m width

(0.075*25)

=

1.88

kN/m

2.3

Earth Pressure

Thickness of Top Slab

=

0.60

m

height of top Hunch

=

0.20

m

Clear Height between top and bottom slab

=

5.50

m

Height of Bottom Hunch

=

0.20

m

Thickness of Botto Slab

=

0.80

m

height from top of cushion (m)

Intensity of Earth pressure(kN/m2)

1.73

1.73

(0.5*1.725*18)

=

15.53

kN/m

0.30

2.03

(0.5*2.025*18)

=

18.23

kN/m

0.20

2.23

(0.5*2.225*18)

=

20.03

kN/m

5.10

7.33

(0.5*7.325*18)

=

65.93

kN/m

0.20

7.53

(0.5*7.525*18)

=

67.73

kN/m

0.40

7.93

(0.5*7.925*18)

=

71.33

kN/m

2.4

Live Load surcharge

Equivalent heigth

=

1.20

m

Uniform Intensity of Loading/m

=(1.2*18)

Cl.214.1.1.3,Fig3,IRC6-2014

=

10.80

kN/m

2.5

Braking Force

Max. Live Load on Box for 3 lane 1st 2 lane

=

1,000.00

kN

Max. Live Load on Box for 3 lane access of two lane

=

554.00

kN

Width of the box

=

12.00

m

Braking load

=(20% of 1000+5% of 554)/12

Cl.211.2(a),IRC6-2014

=

18.98

kN

2.6

Temperature

Maximum Effective bridge temperature

=

45.00

oC

Minimum Effective bridge temperature

=

10.00

oC

Mean Temperature

=

27.50

oC

Critical  Maximum bridge temperature

As per Cl.215.2 ,IRC:6-2014

(45-10)>20,(45+10)/2+10

=

37.50

oC

Critical Minimum   bridge temperature

As per Cl.215.2 ,IRC:6-2015

(45-10)<20>

=

17.50

oC

Maximum uniform rise of  temperature

45-17.5

=

27.50

oC

Minimum uniform fall of  temperature

10-37.5

=

-27.50

oC

• <>Dispersed Length Calcualtion for Live load:

70R Wheel  Arrangment as per IRC:6-2017 for support moment(hogging)
Axle No		7	6	5	4	3	2	1
Load in kN		80	120	120	170	170	170	170
Distance Axle to Axle C/C		-	3.96	1.52	2.13	1.37	3.05	1.37
Distance from Node 1 or Support		-2.10	1.86	3.38	5.51	6.88	9.93	11.30
ar1		14.90	10.94	9.42	7.29	5.92	2.87	1.50
aL2		-2.10	1.86	3.38	5.51	6.88	9.93	11.30
Axle position on the Deck		On deck	On deck	On deck	On deck	On deck	On deck	On deck
l0		12.80	12.80	12.80	12.80	12.80	12.80	12.80
b		12.00	12.00	12.00	12.00	12.00	12.00	12.00
b/lo		0.94	0.94	0.94	0.94	0.94	0.94	0.94
a		2.41	2.41	2.41	2.41	2.41	2.41	2.41
Wearing Coat Thickness		0.08	0.08	0.08	0.08	0.08	0.08	0.08
Fill Hight		1.43	1.43	1.43	1.43	1.43	1.43	1.43
Width of Tyre in Transverse Direction		0.82	0.82	0.82	0.82	0.82	0.82	0.82
Depth of Deck Slab		0.60	0.60	0.60	0.60	0.60	0.60	0.60
b1		3.82	3.82	3.82	3.82	3.82	3.82	3.82
Actual Effective Width calculated,beff		-2.06	7.64	9.80	11.37	11.47	9.17	7.00
beff/2		-1.03	3.82	4.90	5.68	5.74	4.59	3.50
Overlapping		Revise	Yes	Yes	Yes	Yes	Yes	Yes
Nearest Wheel Distance from edge of slab		2.11	2.11	2.11	2.11	2.11	2.11	2.11
Availble Effective width		-2.06	7.86	8.94	9.72	9.78	8.63	7.54
Tyre Pressure as per IRC 6		527.30	527.30	527.30	527.30	527.30	527.30	527.30
Contact Dimention along Traffic		0.093	0.139	0.139	0.197	0.197	0.197	0.197
Dispersed Length along traffic(Cal.)		4.29	4.34	4.34	4.40	4.40	4.40	4.40
Dispersed Length along traffic(Avail.)		4.29	4.34	4.34	4.40	4.40	4.40	4.40
Load Intensity(kN/m2)		-4.53	3.52	3.09	3.98	3.96	4.48	5.13
Load Intensity with(kN/m2) Impact factor As per IRC:6		-5.66	4.40	3.87	4.97	4.94	5.60	6.41
70R Wheel  Arrangment as per IRC:6-2017 for Span moment(sagging)
Axle No		7	6	5	4	3	2	1
Load in kN		80	120	120	170	170	170	170
Distance Axle to Axle C/C		-	3.96	1.52	2.13	1.37	3.05	1.37
Distance from Node 1 or Support		-2.60	1.36	2.88	5.01	6.38	9.43	10.80
ar1		15.40	11.44	9.92	7.79	6.42	3.37	2.00
aL2		-2.60	1.36	2.88	5.01	6.38	9.43	10.80
Axle position on the Deck		On deck	On deck	On deck	On deck	On deck	On deck	On deck
l0		12.80	12.80	12.80	12.80	12.80	12.80	12.80
b		12.00	12.00	12.00	12.00	12.00	12.00	12.00
b/lo		0.94	0.94	0.94	0.94	0.94	0.94	0.94
a		2.41	2.41	2.41	2.41	2.41	2.41	2.41
Wearing Coat Thickness		0.08	0.08	0.08	0.08	0.08	0.08	0.08
Fill Hight		1.43	1.43	1.43	1.43	1.43	1.43	1.43
Width of Tyre in Transverse Direction		0.82	0.82	0.82	0.82	0.82	0.82	0.82
Depth of Deck Slab		0.60	0.60	0.60	0.60	0.60	0.60	0.60
b1		3.82	3.82	3.82	3.82	3.82	3.82	3.82
Actual Effective Width calculated,beff		-3.70	6.74	9.19	11.15	11.52	9.79	7.88
beff/2		-1.85	3.37	4.59	5.58	5.76	4.90	3.94
Overlapping		Revise	Yes	Yes	Yes	Yes	Yes	Yes
Nearest Wheel Distance from edge of slab		2.11	2.11	2.11	2.11	2.11	2.11	2.11
Availble Effective width		-3.70	7.41	8.63	9.62	9.80	8.94	7.98
Tyre Pressure as per IRC 6		527.30	527.30	527.30	527.30	527.30	527.30	527.30
Contact Dimention along Traffic		0.093	0.139	0.139	0.197	0.197	0.197	0.197
Dispersed Length along traffic(Cal.)		4.29	4.34	4.34	4.40	4.40	4.40	4.40
Dispersed Length along traffic(Avail.)		4.29	4.34	4.34	4.40	4.40	4.40	4.40
Load Intensity(kN/m2)		-2.52	3.73	3.20	4.02	3.95	4.33	4.85
Load Intensity with(kN/m2) Impact factor As per IRC:6		-3.15	4.66	4.00	5.03	4.93	5.41	6.06
Calcualtion of Effective width along Transverse Direction:
Class-A Wheel  Arrangment as per IRC:6-2017 for Span Moment
Axle No	8	7	6	5	4	3	2	1
Load in kN	27	27	114	114	68	68	68	68
Distance Axle to Axle C/C		1.10	3.20	1.20	4.30	3.00	3.00	3.00
Distance from Node 1 or Support	0.50	1.60	4.80	6.00	10.30	13.30	16.30	19.30
ar1	12.30	11.20	8.00	6.80	2.50	-0.50	-3.50	-6.50
aL2	0.50	1.60	4.80	6.00	10.30	13.30	16.30	19.30
Axle position on the Deck	On deck	On deck	On deck	On deck	On deck	Out Side	Out Side	Out Side
l0	12.80	12.80	12.80	12.80	12.80	12.80	12.80	12.80
b	12.00	12.00	12.00	12.00	12.00	12.00	12.00	12.00
b/lo	0.94	0.94	0.94	0.94	0.94	0.94	0.94	0.94
a	2.41	2.41	2.41	2.41	2.41	2.41	2.41	2.41
Wearing Coat Thickness	0.08	0.08	0.08	0.08	0.08	0.08	0.08	0.08
Fill Hight	1.43	1.43	1.43	1.43	1.43	1.43	1.43	1.43
Width of Tyre in Transverse Direction	0.20	0.20	0.38	0.38	0.50	0.50	0.50	0.50
Depth of Deck Slab	0.60	0.60	0.60	0.60	0.60	0.60	0.60	0.60
b1	3.20	3.20	3.38	3.38	3.50	3.50	3.50	3.50
Actual Effective Width calculated,beff	4.36	6.57	10.60	11.05	8.34	2.25	-7.22	-20.07
beff/2	2.18	3.28	5.30	5.52	4.17	1.13	-3.61	-10.04
Overlapping	Yes	Yes	Yes	Yes	Yes	No	No	No
Nearest Wheel Distance from edge of slab	0.75	0.75	0.84	0.84	0.90	0.90	0.90	0.90
Availble Effective width	4.73	5.83	7.94	8.16	6.87	2.25	-7.22	-20.07
Contact Dimention along Traffic	0.150	0.150	0.250	0.250	0.200	0.200	0.200	0.200
Dispersed Length along traffic(Cal.)	4.35	4.35	4.45	4.45	4.40	4.40	4.40	4.40
Dispersed Length along traffic(Avail.)	4.35	4.35	4.45	4.45	4.40	4.40	4.4	4.4
Load Intensity(kN/m2)	1.31	1.06	3.23	3.14	2.25	3.43	-1.07	-0.38
Load Intensity with(kN/m2) Impact factor As per IRC:6	1.64	1.33	4.03	3.92	2.81	4.29	-1.34	-0.48
Class-A Wheel  Arrangment as per IRC:6-2017 for Support  Moment (Hogging)
Axle No	8	7	6	5	4	3	2	1
Load in kN	27	27	114	114	68	68	68	68
Distance Axle to Axle C/C		1.10	3.20	1.20	4.30	3.00	3.00	3.00
Distance from Node 1 or Support	0.90	2.00	5.20	6.40	10.70	13.70	16.70	19.70
ar1	11.90	10.80	7.60	6.40	2.10	-0.90	-3.90	-6.90
aL2	0.90	2.00	5.20	6.40	10.70	13.70	16.70	19.70
Axle position on the Deck	On deck	On deck	On deck	On deck	On deck	Out Side	Out Side	Out Side
l0	12.80	12.80	12.80	12.80	12.80	12.80	12.80	12.80
b	12.00	12.00	12.00	12.00	12.00	12.00	12.00	12.00
b/lo	0.94	0.94	0.94	0.94	0.94	0.94	0.94	0.94
a	2.41	2.41	2.41	2.41	2.41	2.41	2.41	2.41
Wearing Coat Thickness	0.08	0.08	0.08	0.08	0.08	0.08	0.08	0.08
Fill Hight	1.43	1.43	1.43	1.43	1.43	1.43	1.43	1.43
Width of Tyre in Transverse Direction	0.20	0.20	0.38	0.38	0.50	0.50	0.50	0.50
Depth of Deck Slab	0.60	0.60	0.60	0.60	0.60	0.60	0.60	0.60
b1	3.20	3.20	3.38	3.38	3.50	3.50	3.50	3.50
Actual Effective Width calculated,beff	5.21	7.26	10.81	11.08	7.72	1.18	-8.74	-22.04
beff/2	2.61	3.63	5.40	5.54	3.86	0.59	-4.37	-11.02
Overlapping	Yes	Yes	Yes	Yes	Yes	No	No	No
Nearest Wheel Distance from edge of slab	0.75	0.75	0.84	0.84	0.90	0.90	0.90	0.90
Availble Effective width	5.16	6.18	8.04	8.18	6.56	1.18	-8.74	-22.04
Contact Dimention along Traffic	0.150	0.150	0.250	0.250	0.200	0.200	0.200	0.200
Dispersed Length along traffic(Cal.)	4.35	4.35	4.45	4.45	4.40	4.40	4.40	4.40
Dispersed Length along traffic(Avail.)	4.35	4.35	4.45	4.45	4.40	4.40	4.40	4.40
Load Intensity(kN/m2)	1.20	1.00	3.19	3.13	2.36	6.53	-0.88	-0.35
Load Intensity with(kN/m2) Impact factor As per IRC:6	1.50	1.26	3.98	3.92	2.94	8.16	-1.11	-0.44
Calcualtion of Effective width along Transverse Direction:
70R Boggie Arrangment as per IRC:6-2017 For Max. Span Moment
Axle No	2	1
Load in kN	200	200
Distance Axle to Axle C/C	-	1.20
Distance from Node 1 or Support	4.40	5.60
ar1	8.40	7.20
aL2	4.40	5.60
l0	12.80	12.80
b	12.00	12.00
b/lo	0.94	0.94
a	2.41	2.41
Wearing Coat Thickness	0.08	0.08
Fill Hight	1.43	1.43
Width of Tyre in Transverse Direction	0.82	0.82
Depth of Deck Slab	0.60	0.60
b1	3.82	3.82
Actual Effective Width calculated,beff	10.76	11.40
beff/2	5.38	5.70
Overlapping	Yes	Yes
Nearest Wheel Distance from edge of slab	2.11	2.11
Availble Effective width	9.42	9.74
Tyre Pressure as per IRC 6	527.30	527.30
Contact Dimention along Traffic	0.231	0.231
Dispersed Length along traffic(Cal.)	4.43	4.43
Dispersed Length along traffic(Avail.)	4.43	4.43
Load Intensity(kN/m2)	4.79	4.63
Load Intensity with(kN/m2) Impact factor As per IRC:6	5.99	5.79
70R Boggie Arrangment as per IRC:6-2017 For Max. Support Moment
Axle No	2	1
Load in kN	200	200
Distance Axle to Axle C/C	-	1.20
Distance from Node 1 or Support	6.40	7.60
ar1	6.40	5.20
aL2	6.40	7.60
l0	12.80	12.80
b	12.00	12.00
b/lo	0.94	0.94
a	2.41	2.41
Wearing Coat Thickness	0.075	0.075
Fill Hight	1.43	1.43
Width of Tyre in Transverse Direction	0.82	0.82
Depth of Deck Slab	0.60	0.60
b1	3.82	3.82
Actual Effective Width calculated,beff	11.52	11.25
beff/2	5.76	5.62
Overlapping	Yes	Yes
Nearest Wheel Distance from edge of slab	2.11	2.11
Availble Effective width	9.80	9.66
Tyre Pressure as per IRC 6	527.30	527.30
Contact Dimention along Traffic	0.231	0.231
Dispersed Length along traffic(Cal.)	4.43	4.43
Dispersed Length along traffic(Avail.)	4.43	4.43
Load Intensity(kN/m2)	4.61	4.67
Load Intensity with(kN/m2) Impact factor As per IRC:6	5.76	5.84

•  Live longinitudinal Position:

•  Force Summary:

Sl	Force Details	-	values	Unit
1	Dead Load	=	-1
1.1	Height of Fill on top slab per m width	=	25.65	kN/m
2	Superimposed dead load.   Crash Barrier	=	0	kN/m
3	Superimposed dead load.   Wearing Coad	=	1.88	kN/m
4	Earth Pressure for Both Side	=	15.53	kN/m
5	Earth Pressure for 1 Side	=	18.23	kN/m
		=	20.03	kN/m
		=	65.93	kN/m
		=	67.73	kN/m
		=	71.33	kN/m
6	Live Load surcharge-1 side	=	10.80	kN/m
7	Live Load surcharge-2 side	=	10.80	kN/m
8	Braking Force- 1 side	=	18.98	kN
9	Braking Force- 2 side	=	18.98	kN
10	Maximum uniform rise of  temperature	=	27.50	oC
11	Minimum uniform fall of  temperature	=	-27.50	oC

•  Results:

Member ID	Member	Side	ULS			SLS
						Rare		Quasi.Perm.
			LC	BM	SF	LC	BM	LC	BM
	Top Slab	Top Face		512			367		268
		Bottom Face		409			290		168
24,25,26	Bottom Slab	Top Face		658.185			485.63		463.909
1,2,4		Bottom Face		561.98			505.81		386.008
	Outer Wall	Earth Face		416			284		147
		Water Face		32.2			0.001		0
	Inner  Wall	Earth Face
		Water Face		122			83		30.2
Particular	Symbol	Unit		Top Slab		Bottom Slab		Outer wall		Inner  wall
				Top Face	Bottom Face	Top Face	Bottom Face	Earth Face	Water Face	Any face
Overall Depth	D	mm	=	800	600	800	800	450	450	275
Clear Cover	C	mm	=	50	50	75	75	75	75	50
Effective Depth	d	mm	=	740	542	715	715	365	369	217
Grade of Concrete		N/mm2	=	35	35	35	35	35	35	35
Grade of Steel		N/mm2	=	500	500	500	500	500	500	500
Width	b	mm	=	1000	1000	1000	1000	1000	1000	1000
Bar Dia. 1	f	mm	=	20	16	20	20	20	12	16
Spacing		mm	=	100	100	150	150	100	100	125
No. of Bar-1			=	11	11	8	8	11	11	9
Bar Dia. 2	f	mm	=	0	0	0	0	0	0	0
Spacing		mm	=	125	125	125	125	125	125	125
No. of Bar-2			=	9	9	9	9	9	9	9
Ast-1		mm2	=	3455.75	2211.68	2513.27	2513.27	3455.75	1244.07	1809.56
Ast-2		mm2	=
Ast(Ast-1+Ast-2)		mm2	=	3455.75	2211.68	2513.27	2513.27	3455.75	1244.07	1809.56
Neutral Axis Depth	X	mm	=	119.31	76.36	86.77	86.77	119.31	42.95	62.47
Limiting Axis depth	Xu,lim	mm	=	337.46	247.17	326.06	326.06	166.45	168.27	98.96
Under or Over Reinforced Section			=	Under Rein.	Under Rein.	Under Rein.	Under Rein.	Under Rein.	Under Rein.	Under Rein.
Lever Arm	Z	mm	=	689.89	509.93	678.56	678.56	314.89	350.96	190.76
Moment of Resistance	MOR	kN-m	=	1037.08	490.59	741.85	741.85	473.36	189.93	150.16
Limiting Moment of Resistance	MORlim	kN-m	=	2549.08	1367.47	2379.75	2379.75	620.16	633.83	219.20
Design Moment	Mdesign	kN-m	=	512	409	658.185	561.98	416	32.2	122
Moment ratio <1>	MOR/ Mdesign		=	0.494	0.83	0.89	0.76	0.88	0.17	0.81
Distributor Reinforcement calculation:
Distributor Reinforcement 20% of Main Rein.	IRC:112-2020,Cl.16.6.1(4)		=	691	442	503	503	691	249	362
Asume, Dia. Of bar		f	=	12	10	12	12	12	10	10
Spacing		s	=	150	150	150	150	150	150	150
No of Bar		n1	=	8	8	8	8	8	8	8
Distri. Provided		Ast	=	905	628	905	905	905	628	628
Status for Distributor Rein.			=	OK	OK	OK	OK	OK	OK	OK
Calcualtion of min. Reinforcement for Main Steel
As,min1=0.0013btd		IRC:112-2020,Cl.16.5.1.1(1)	=	962	705	930	930	475	480	282
As,min2=(0.26*fctm/fyk)btd		IRC:112-2020,Cl.16.5.1.1(1)	=	1066	781	1030	1030	526	532	313
Mean value of axial tensile strength of concrete.	Annex-A2.2(2)-(i)	fctm	=	2.8	2.8	2.8	2.8	2.8	2.8	2.8
Characteristic yield a strength of the steel.		fyk	=	500	500	500	500	500	500	500
		bt	=	1000	1000	1000	1000	1000	1000	1000
As,Provided for Main Reinforcment		As,main	=	3456	2212	2513	2513	3456	1244	1810
Check for Minimum Reinforcement			=	Ok	Ok	Ok	Ok	Ok	Ok	Ok
Calcualtion of Maxi. Reinforcement for Main Steel		IRC:112-2020,Cl.16.5.1.1(2)
Only Tension Reinforcement	As,t=2.5%*Ac	As=0.025Ac	=	18500	13550	17875	17875	9125	9225	5425
Both, Tension +Compression Reinforcement	As,c+t=4%*Ac	As=0.04Ac	=	29600	21680	28600	28600	14600	14760	8680
Total  Cross-Sectional Area  of the member		Ac	=	740000	542000	715000	715000	365000	369000	217000
Check for Max. Reinforcement				Ok	Ok	Ok	Ok	Ok	Ok	Ok
Check for Max. Spacing of  Main Rein. & Secondary Rein.		S1= Provided	=	100.0	100.0	150.0	150.0	100.0	100.0	125.0
		S2= Provided	=	125.0	125.0	125.0	125.0	125.0	125.0	125.0
Max. Spacing of Main Rein.		IRC:112-2020,Cl.16.6.1(4)
h= overall depth/height	Smax	2h	=	1600	1200	1600	1600	900	900	550
	Smax	250	=	250	251	252	253	254	255	256
		Total Depth or Height,h	=	800	600	800	800	450	450	275
Check for Max. Spacing of main Rein.			=	Ok	Ok	Ok	Ok	Ok	Ok	Ok
Max. Spacing of Secondary Rein.	Smax	3h	=	2400	1800	2400	2400	1350	1350	825
	Smax	400	=	400	400	400	400	400	400	400
		S= Provided	=	150	150	150	150	150	150	150
Check for Max. Spacing of Secondary Rein.			=	Ok	Ok	Ok	Ok	Ok	Ok	Ok
fcd	=	15.63
Ac	=	800000
Axial force	=	0.1*fcd*Ac						7,03,500	7,03,500	4,29,917
Max.Axial force from Staad	=							4,94,245	4,94,245	6,98,324
Check		Check as per IRC 112,Cl.7.6.4.1						consider bending moment	consider bending moment	consider Axial Force
Utility Ratio IRC 112 by ADSec
SLS- Rare			=	0.69	0.82	0.49	0.73	0.87	0.16	0.79
Allowable Stress in Concrete		Section 12, Cl.12.2.1	=	16.8	16.8	16.8	16.8	16.8	16.8	16.8
Allowable Stress in Steel			=	400	400	400	400	400	400	400
Stress in  Concrete			=	11	10	8	11	16	0	16
Stress in Steel		Section 12, Cl.12.2.1	=	214	259	152	226	250	0	219
Check for stress  in Concrete			=	OK	OK	OK	OK	OK	OK	OK
Check for stress  in Steel			=	OK	OK	OK	OK	OK	OK	OK
SLS- Quasi-Permanent
Allowable Stress in Concrete			=	12.6	12.6	12.6	12.6	12.6	12.6	12.6
Allowable Stress in Steel		Section 12, Cl.12.2.2	=	400	400	400	400	400	400	400
Stress in  Concrete			=	8	6	6	4	6	0	6
Stress in Steel			=	156	151	151	83	151	0	79
Check for stress  in Concrete			=	OK	OK	OK	OK	OK	OK	OK
Check for stress  in Steel			=	OK	OK	OK	OK	OK	OK	OK
Allowable Crack width		Section 12,Table 12.1	=	0.3	0.3	0.3	0.3	0.3	0.3	0.3
Crack-Width			=	0.16	0.1623	0.1623	0.108	0.1623	0.1623	0.059
Check for Crack Width			=	OK	OK	OK	OK	OK	OK	OK
Shear Design As per IRC:112-2020
deff			=	740	542	715	715	365	369	217
Design Shear Force from Calculated		VED	=	193	-	309	197	-	-	56
K
	<!-- [if gte vml 1]> Bitmap Bitmap <![endif]--><!-- [if !vml]--><!--[endif]-->		=	1.52	1.61	1.53	1.53	1.74	1.74	1.96
r			=	0.0047	0.0041	0.0035	0.0035	0.0095	0.0034	0.0083
Area of Tensile Reinforcement		Asl	=	3,456	2,212	2,513	2,513	3,456	1,244	1,810
Min. Breadth of thesection over the depth		bw	=	1,000	1,000	1,000	1,000	1,000	1,000	1,000
			=
			=
Compreesive strength of concrete at 28 days		fck	=	35	35	35	35	35	35	35
	<!-- [if gte vml 1]> Bitmap <![endif]--><!-- [if !vml]--><!--[endif]-->		=	0	0	0	0	0	0	0
Applied Longitudianal Force fro Pre-stress		NED	=	0	0	0	0	0	0	0
		Ac	=	7,40,000	5,42,000	7,15,000	7,15,000	3,65,000	3,69,000	2,17,000
The Design Shear Resistance			=
<!-- [if gte vml 1]> Bitmap <![endif]--><!-- [if !vml]--><!--[endif]-->		VRd,c	=	315	234	279	279	225	161	144
Check for Shear Reinforcement			=	Not Reqd.	Not Reqd.	Required	Not Reqd.	Not Reqd.	Not Reqd.	Not Reqd.
If, Required Shear Reinforcement, the follow the the below Formula			=
Design Value of  Shear Force	<!-- [if gte vml 1]> Bitmap <![endif]--><!-- [if !vml]--><!--[endif]-->		=
IRC:112-2020,Cl.10.3.3.2	VRd,s=VED		=	-	-	309	-	-	-	-
Spacing, Assume		S	=	150	150	150	150	150	150	150
Area of Shear Reinforcment		Asw	=	-	-	66	-	-	-	-
Effective Depth		d	=	740	542	715	715	365	369	217
Lever Arm(0.9d)		z	=	666	488	644	644	329	332	195
Design Strength of shear rein. To resist shear  & torsion		fywd<500MPa>	=	435	435	435	435	435	435	435
Angle 𝜃 is incliantion of concrete comp. & rein. axis		𝜃	=	21.8	21.8	21.8	21.8	21.8	21.8	21.8
		Cot𝜃	=	2.5	2.5	2.5	2.5	2.5	2.5	2.5
Dia. Of Bar			=	10	11	12	13	14	15	16
Spacing			=	150	150	150	150	150	150	150
No of Bar per m.		n	=	8	8	8	8	8	8	8
As,provided			=	628	760	905	1,062	1,232	1,414	1,608
Check for Reinforcement			=	Ok	Ok	Ok	Ok	Ok	Ok	Ok
Check for  Max, Min. Reinf. Ratio Of Shear Rein.
The Shear Rein. Ratio	<!-- [if gte vml 1]> Bitmap <![endif]--><!-- [if !vml]--><!--[endif]-->		=	-	-	0.0004	-	-	-	-
IRC:112-2020,Cl.16.5.2(5)
	Asw		=	-	-	66	-	-	-	-
	s		=	150	150	150	150	150	150	150
	bw		=	1,000	1,000	1,000	1,000	1,000	1,000	1,000
	Vertical stirrup,𝛼=90		=	90	90	90	90	90	90	90
	Sin𝛼		=	1	1	1	1	1	1	1
Mini. Rein. Ratio	<!-- [if gte vml 1]> Bitmap <![endif]--><!-- [if !vml]--><!--[endif]-->		=	0.000852	0.000852	0.000852	0.000852	0.000852	0.000852	0.000852
	fck		=	35	35	35	35	35	35	35
	fyk		=	500	500	500	500	500	500	500
Check for Shear Rein. Spacing			=
Min, Spacing of Largest of …			=
dg fro Max. Size of Aggregate	i	dg+10mm	=	30	30	30	30	30	30	30
	ii	40	=	40	41	42	43	44	45	46
	iii	10∅	=	100	110	120	130	140	150	160
Min, Spacing of Shear rein			=	100	110	120	130	140	150	160
Max, Spacing of Largest of …	0.75d(1+cot𝛼)		=	555	407	536	536	274	277	163
	Vertical stirrup,𝛼=90		=	90	90	90	90	90	90	90
	Cot𝛼		=	0	0	0	0	0	0	0
S,Provided			=	150	150	150	150	150	150	150
Check for Max. Shear Rein Spacing				Ok	Ok	Ok	Ok	Ok	Revise	Revise

•  Check For Stress using Rare combination:

Permissible Stress in Concrete					=	14.4	Mpa	Cl.12.2.1,IRC:112-2020,P-100
Permissible Stress in steel					=	400	Mpa	Cl.12.2.2,IRC:112-2020,P-100

                                                                                            It is Safe

• Check For Crack width using Quasi-Permanent combination:

Permissible Crack Width

=

0.3

mm