1. Sequential Civil Software Learning
SHASHI SHEKHAR SINGH
STRUCTURAL DESIGN ENGINEER
CIVIL SOFTWARE TRAINER
ASSOCIATE PROFESSOR
MADDAWALABU UNIVERSITY
Call/Whatsapp/Telegram:
MARKET DEMAND/REQUIREMENT ORIENTED “SEQUENTIAL CIVIL SOFTWARE LEARNING”

2. Abbreviation SCSL – Sequential Civil Software Learning
ADD – Analysis, Design & Detailing
SIP – Students, Instructor & working Professional

3. Presentation Outline Introduction/Background Purpose of the SCSL
SCSL Rationale
SCSL (Questions, Goal & Objectives)
SCSL Basic Requirements
Methodology & Schedule for SCSL
An Example (G+3 SMRF STRUCTURE)
Overall Benefits/Expected Outcomes

4. 1.Introduction/Background
Structural designs are the art & science requires imagination & conceptual thinking along with practical relevant design codes & bye-laws.
If inevitable structures are not properly designed, it may cause to damage or failure.
A complex structure that make teddies for manual designing, so designers have been using different software programs to simplify them.
The benefit of using software for designing has not question but, the problem with the students when to start and how to decide.

5. 2.Purpose of the Proposal
in general, students are only taking the idea about the software. After getting of the software knowledge students are still unable to design the civil structures as per market/project demand.
In the current scenario, are rarely available for civil/structure engineers to make them perfect as per market/project demand.
“Students must have to understand the sequential learning of software for effective implement”
sequential civil software learning

6. 3. SCSL Rationale
3.1 Statement of the Problem 3.2 Anatomy of the SCSL 3.3 Why to Learn? 3.4 What to Learn? 3.5 Prerequisites

7. 3.1 Statement of the Problem
ADD of the civil structures like building, truss, tower etc. manually too much complex, tedious as well as time taking & leads to computational error.
in absence of sequential learning, SIP have not sufficient idea to use the software effectively.
“SCSL in order to alleviate the
Problems faced by the SIP”
Click-1

8. 3.2 Anatomy of the SCSL

9. 3.3 Why SCSL? Market demand/requirement Complete knowledge (ADD)
Channel options
“For effective use of software one must understand the limitation of software”
CHANNEL - I
CHANNEL - II
ETAB
ANALYSIS OF CIVIL STRUCTURES
DESIGN OF STEEL STRUCTURES
STAAD RCDC
DESIGN OF RCC STRUCTURES
SAFE
DESIGN OF CIVIL SUB STRUCTURES
AUTOCAD
DETAILING OF ALL OUT PUT AS PER CLIENT/PROJECT REQUIREMENT
STAAD.PRO
STAAD FOUNDATION
DESIGN OF SUB STRUCTURES

10. 3.4 What to Learn? Analysis of super structure (RCC & Steel)
ETAB/STAAD.PRO
Design & detailing of super structure (Steel)
AUTOCAD
Design & detailing of super structure (RCC)
STAAD RCDC
Design & detailing of sub structure
SAFE/STAAD FOUNDATION

11. 3.5 Prerequisites Basic Idea about ADD of members & elements.
Background – civil engineering, structural engineering, design engineer & architect
Basic Idea about ADD of members & elements.
Familiar with computer operation
Familiar with designing codes & technical terms
Will & dedication to Learn

12. 4. SCSL(Questions, Goal & Objectives)
Prerequisites
Software limitation
logical thinking
Starting of the consultancy/firm
Overall benefits/expected outcomes
Who should be aiming?

13. 4. SCSL(Questions, Goal & Objectives)
4.2 Goal/Main Objective
“To train our self as per market demand/requirement”
To use the software sequentially & effectively with their proper limitation for assigned work/project.

14. 4. SCSL (Questions, Goal & Objectives)
4.3 Specific Objectives
Understand the logics behind input for software
Clear understanding of the ADD process.
Expertise in the ADD software.
Starting of civil consultancy/firm.

15. 7. Methodology & Schedule for SCSL
Click1
ETAB/STAAD.PRO
(Analysis of super structure along with Design of Steel Structure)
Click2
STAAD RCDC
(Design of RCC Structure but 4 Sub Structure “Isolated , on Raft & Pile Cap”)
Click3
SAFE/STAAD FOUNDATION
(Design of sub structure)
Click4
AUTOCAD
(Detailing as per Client/Project demand)

16. AN EXAMPLE (G+3 SMRF STRUCTURE)

17. ANALYSIS OF G+3 RCC SMRF STRUCTURE
Earthquakes don’t kill people, structure failure do! 
ANALYSIS OF G+3 RCC SMRF STRUCTURE
MARKET DEMAND/REQUIREMENT ORIENTED “SEQUENTIAL CIVIL SOFTWARE LEARNING”

18. ANALYSIS OF RCC STRUCTURE
CIVIL SOFTWARE
AUTOCAD
ETAB
ANATOMY
ANALYSIS OF RCC STRUCTURE
ETAB
DETAILING
AUTOCAD
Earthquakes don’t kill people, structure failure do! 

19. PROJECT DETAILS FOR ANALYSIS
STRUCTURAL/CONSTRUCTION ELEMENT & MEMBER
LOAD CONSIDERED
DEAD LOAD (IS875-PART-I)
LIVE LOAD (IS875-PART-II)
WIND & SESMIC LOAD (IS875-PART-III & IS1893/IS13920)
METHOD OF ANALYSIS
SLAB
BEAM
COLUMN
SHEAR WALL
STAIR CASE
WATAER TANK
FOUNDATION
STRUCTURAL
ARCHITECTURAL
SERVICE
EQUIPMENT
CONSTRUCTION
GENRAL
CRANE IMPACT X+ X- Y+ Y-
(LINEAR STATIC ANALYSIS) / (LINEAR DYNAMIC ANALYSIS)

20. ANALYSIS PERFORMED (ETAB)
LINEAR STATIC ANALYSIS
EQUVALENT STATIC METHOD
P-DELTA ANALYSIS

21. CHECK FOR ANALYSIS PERFORMED (ETAB)
CHECK FOR MODAL
CHECK FOR STABILITY
CHECK FOR SERVICEABILITY
CHECK FOR IRREGULARITY
CHECK FOR CENTRE OF GRAVITY
CHECK FOR CENTRE OF RIGIDITY
CHECK FOR SOFT STOREY

22. LAYOUT PLAN
3D RENDERED VIEW
ETAB
ETAB

23. ANALYSIS RESULT (ETAB)
RESTRAINT REACTION
(COLLAPSE MAX CASE) [kN, kN-m]
DISPLACEMENT (SERVICEBILITY MAX CASE) [mm]

24. ANALYSIS RESULT (ETAB)
BENDING MOMENT DIGRAM
(COLLAPSE MAX CASE) [kN-m]
SHEAR FORCE DIGRAM
(COLLAPSE MAX CASE) [kN]

25. DUCTILE DESIGN & DETAILING OF G+3 RCC SMRF STRUCTURE
Earthquakes don’t kill people, structure failure do! 
DUCTILE DESIGN & DETAILING OF G+3 RCC SMRF STRUCTURE
MARKET DEMAND/REQUIREMENT ORIENTED “SEQUENTIAL CIVIL SOFTWARE LEARNING”

26. ANATOMY RCDC/ SAFE AUTOCAD DESIGN OF RCC STRUTURE AUTOCAD
CIVIL SOFTWARE
AUTOCAD
ANATOMY
RCDC/ SAFE
MDB/F2K FILE FROM ETAB
DESIGN OF RCC STRUTURE
INPUT FOR RCDC/SAFE
DETAILING
AUTOCAD
Earthquakes don’t kill people, structure failure do! 

27. PROJECT DETAILS FOR DESIGNING
STRUCTURAL/CONSTRUTIONAL ELEMENT & MEMBER
LOADS CONSIDERED
DEAD LOAD (IS875-PART-I)
LIVE LOAD (IS875-PART-II)
WIND & SESMIC LOAD (IS875-PART-III & IS1893/IS13920)
METHOD OF DESIGN
SLAB
BEAM
COLUMN
SHEAR WALL
STAIR CASE
WATAER TANK
FOUNDATION
STRUCTURAL
ARCHITECTURAL
SERVICE
EQUIPMENT
CONSTRUCTION
GENRAL
CRANE IMPACT X+ X- Y+ Y-
(NON DUCTILE / DUCTILE DESIGN)

28. DUCTILE & NON-DUCTILE DESIGNING DIFFERENCE

29. DESIGN & DETAILING OF RCC
Earthquakes don’t kill people, structure failure do! 
DESIGN & DETAILING OF RCC
SMRF STRUCTURE “SLAB”
MARKET DEMAND/REQUIREMENT ORIENTED “SEQUENTIAL CIVIL SOFTWARE LEARNING”

30. ANATOMY RCDC AUTOCAD DETAILING AUTOCAD CIVIL SOFTWARE INPUT FOR RCDC
MDB FILE FROM ETAB
DESIGN OF RCC SLAB
DETAILING
AUTOCAD
Earthquakes don’t kill people, structure failure do! 

31. PROJECT DETAILS FOR DESIGNING
LOADS CONSIDERED
DEAD LOAD (IS875-PART-I)
LIVE LOAD (IS875-PART-II)
WIND & SESMIC LOAD (IS875-PART-III & IS1893/IS13920)
METHOD OF DESIGN
STRUCTURAL
ARCHITECTURAL
SERVICE
EQUIPMENT
CONSTRUCTION
GENRAL
CRANE IMPACT X+ X- Y+ Y-
(NON DUCTILE / DUCTILE DESIGN)

32. LAYOUT PLAN
OF SLAB
DESIGN SETTING OF SLAB
RCDC
AUTOCAD & RCDC

33. CHECK FOR DESIGN OF SLAB PERFORMED (RCDC)
CHECK FOR SHEAR
CHECK FOR FLEXURE
CHECK FOR DEFLECTION
CHECK FOR CRACK WIDTH
STRESS CHECK FOR REINFORCEMENT
STRESS CHECK FOR CONCRETE
EARLY / INITIAL THERMAL CRACKING

34. TEXT SCHEDULE OF PLINTH LEVEL SLAB (RCDC & AUTOCAD)

35. LAYOUT OF PLINTH LEVEL SLAB “S7” (RCDC & AUTOCAD)

36. R/F DETAILING OF SLAB “S7” (RCDC & AUTOCAD)

37. R/F DETAILING OF STAIR (RCDC & AUTOCAD)

38. R/F LAYOUT – BENTUP BAR OF PLINTH LEVEL SLAB (RCDC & AUTOCAD)

39. BBS OF PLINTH LEVEL SLAB PARTIAL (RCDC & AUTOCAD)

40. BOQ OF PLINTH LEVEL SLAB (RCDC)

41. DESIGN & DETAILING OF RCC
Earthquakes don’t kill people, structure failure do! 
DESIGN & DETAILING OF RCC
SMRF STRUCTURE “ BEAM”
MARKET DEMAND/REQUIREMENT ORIENTED “SEQUENTIAL CIVIL SOFTWARE LEARNING”

42. ANATOMY RCDC CIVIL SOFTWARES AUTOCAD INPUT FOR RCDC DETAILING AUTOCAD
MDB FILE FROM ETAB
DESIGN OF RCC BEAM
DETAILING
AUTOCAD
Earthquakes don’t kill people, structure failure do! 

43. PROJECT DETAILS FOR DESIGNING OF SLAB
LOADS CONSIDERED
DEAD LOAD (IS875-PART-I)
LIVE LOAD (IS875-PART-II)
WIND & SEISMIC LOAD (IS875-PART-III & IS1893/IS13920)
METHOD OF DESIGN
STRUCTURAL
ARCHITECTURAL
SERVICE
EQUIPMENT
CONSTRUCTION
GENRAL
CRANE IMPACT X+ X- Y+ Y-
(NON DUCTILE / DUCTILE DESIGN)

44. GENERAL & R/F SETTING FOR BEAM DESIGN
BEAM LAYOUT
RCDC
AUTOCAD & RCDC

45. CHECK FOR DESIGN OF BEAM PERFORMED (RCDC)
CHECK FOR SHEAR
CHECK FOR FLEXURE
CHECK FOR DEFLECTION
CHECK FOR CRACK WIDTH
STRESS CHECK FOR REINFORCEMENT
STRESS CHECK FOR CONCRETE
EARLY / INITIAL THERMAL CRACKING

46. TEXT SCHEDULE OF PLINTH LEVEL BEAM (RCDC & AUTOCAD)

47. R/F DETAILING OF BEAM “B6 & B7” (RCDC & AUTOCAD)

48. BBS OF PLINTH LEVEL BEAM “B6 & B7” (RCDC & AUTOCAD)

49. BBS OF PLINTH LEVEL BEAM “B6 & B7” (RCDC & AUTOCAD)

50. BOQ OF PLINTH LEVEL BEAM (RCDC)

51. DESIGN & DETAILING OF RCC SMRF STRUCTURE “COLUMN & SHEAR WALL”
Earthquakes don’t kill people, structure failure do! 
DESIGN & DETAILING OF RCC SMRF STRUCTURE “COLUMN & SHEAR WALL”
MARKET DEMAND/REQUIREMENT ORIENTED “SEQUENTIAL CIVIL SOFTWARE LEARNING”

52. DESIGN OF RCC COLUMN & SHEAR WALL
CIVIL SOFTWARES
AUTOCAD
RCDC
ANATOMY
INPUT FOR RCDC
MDB FILE FROM ETAB
DESIGN OF RCC COLUMN & SHEAR WALL
DETAILING
AUTOCAD
Earthquakes don’t kill people, structure failure do! 

53. PROJECT DETAILS FOR DESIGNING OF COLUMN & SHEAR WALL
LOAD CONSIDERED
DEAD LOAD (IS875-PART-I)
LIVE LOAD (IS875-PART-II)
WIND & SEISMIC LOAD (IS875-PART-III & IS1893/IS13920)
METHOD OF DESIGN
STRUCTURAL
ARCHITECTURAL
SERVICE
EQUIPMENT
CONSTRUCTION
GENRAL
CRANE IMPACT X+ X- Y+ Y-
(NON DUCTILE / DUCTILE DESIGN)

54. GENERAL SETTING FOR COLUMN & SHEAR WALL DESIGN
COLUMN & SHEAR WALL LAYOUT
RCDC
AUTOCAD & RCDC

55. CHECK FOR DESIGN OF COLUMN & SHEAR WALL PERFORMED (RCDC)
CHECK FOR BUCKLING
CHECK FOR MINIMUM ECCENTRICITY
CHECK FOR SLENDERNESS
CHECK FOR MODULUS OF RUPTURE
CHECK FOR MOMENT CAPACITY
CHECK FOR SHEAR
CHECK FOR COLUMN BEAM JOINT
CHECK FOR CRACK WIDTH
STRESS CHECK FOR REINFORCEMENT
STRESS CHECK FOR CONCRETE
EARLY / INITIAL THERMAL CRACKING

56. TEXT SCHEDULE OF COLUMN (RCDC & AUTOCAD)

57. R/F DETAILING OF COLUMN “C1” (RCDC & AUTOCAD)

58. R/F DETAILING OF COLUMN (RCDC & AUTOCAD)

59. BBS OF COLUMN “C1” PARTIAL (RCDC & AUTOCAD)

60. R/F TAGGING FOR BBS OF COLUMN “C1” (RCDC & AUTOCAD)

61. TEXT SCHEDULE OF SHEAR WALL (RCDC & AUTOCAD)

62. R/F DETAILING OF SHEAR WALL (RCDC & AUTOCAD)

63. BOQ OF COLUMN & SHEAR WALL (RCDC)

64. DESIGN & DETAILING OF RCC SMRF STRUCTURE “FOUNDATION”
Earthquakes don’t kill people, structure failure do! 
DESIGN & DETAILING OF RCC SMRF STRUCTURE “FOUNDATION”
MARKET DEMAND/REQUIREMENT ORIENTED “SEQUENTIAL CIVIL SOFTWARE LEARNING”

65. DESIGN OF ISOLATED FOOTING DESIGN OF COMBINED & RAFT FOOTING
CIVIL SOFTWARES
AUTOCAD
RCDC & SAFE
ANATOMY
INPUT FOR RCDC
MDB FILE FROM ETAB
DESIGN OF ISOLATED FOOTING
F2K FILE FROM ETAB
DESIGN OF COMBINED & RAFT FOOTING
INPUT FOR SAFE
AUTOCAD
DETAILING
Earthquakes don’t kill people, structure failure do! 

66. PROJECT DETAILS FOR DESIGNING OF SUB STRUCTURE
LOAD CONSIDERED
DEAD LOAD (IS875-PART-I)
LIVE LOAD (IS875-PART-II)
WIND & SEISMIC LOAD (IS875-PART-III & IS1893/IS13920)
METHOD OF DESIGN
STRUCTURAL
ARCHITECTURAL
SERVICE
EQUIPMENT
CONSTRUCTION
GENRAL
CRANE IMPACT X+ X- Y+ Y-
(NON DUCTILE / DUCTILE DESIGN)

67. DESIGN SETTING FOR ISOLATED FOOTING
ISOLATED FOOTING LAYOUT
RCDC
AUTOCAD & RCDC

68. CHECK FOR DESIGN OF FOOTING/FOUNDATION PERFORMED (RCDC & EXCEL SHEET)
CHECK FOR MAX & MIN SOIL PRESSURE
CHECK FOR BUOYANCY
CHECK FOR SLIDING
CHECK FOR OVERTURNING
CHECK FOR ONE WAY SHEAR
CHECK FOR PUNCHING SHEAR
CHECK FOR FLEXURE
CHECK FOR LOAD TRANSFER FROM COLUMN TO FOOTING
CHECK FOR DEFLECTION
CHECK FOR CRACK WIDTH
STRESS CHECK FOR REINFORCEMENT
STRESS CHECK FOR CONCRETE
EARLY / INITIAL THERMAL CRACKING

69. TEXT SCHEDULE OF ISOLATED FOOTING (RCDC & AUTOCAD)

70. R/F DETAILING OF ISOLATED FOOTING “F10” (RCDC & AUTOCAD)

71. BBS OF ISOLATED FOOTING “F10” (RCDC & AUTOCAD)

72. BOQ OF PASSED ISOLATED FOOTING(RCDC)

73. IDEA ABOUT COMBINED FOOTING & MAT FOUNDATION
LAYOUT OF PASSED ISOLATED FOOTING
FAILURE REPORT OF FOOTING
RCDC &
AUTOCAD
FOR SAFE SOFTWARE
COMBINED FOOTING : C1 & C4
RAFT-1: C1, C4 & C6
RAFT-2: C2, C5, C7 & C8
RAFT-3: P1, P2, P3, C18 & C19
RAFT-4: C13, C15 & C16

74. DESIGN & DETAILING OF RCC SMRF MAT FOUNDATION
MAT FOUNDATION LAYOUT
PASSED ISOLATED FOOTING
SAFE
RCDC &
AUTOCAD
OVERALL CONCLUSION FOR DESIGN OF FOUNDATION BELOW SHEAR WALL
IN RCDC PRESSURE/PHYSICAL CLASH
IN SAFE SHOWING POINT LOAD BELOW SHEAR WALL
CONCLUSION:
EVEN THOUGH PRESSURE/PHYSICAL CLASH
FOR DESIGN OF FOUNDATION BELOW SHEAR WALL, PREFER RCDC & CAST MONOLITHICALLY. P1 P2 P3

75. REBAR SETTING FOR MAT FOUNDATION (SAFE)

76. R/F TEXT SCHEDULE OF MAT FOUNDATION (SAFE & AUTOCAD)

77. R/F DETAILING OF MAT FOUNDATION (SAFE & AUTOCAD)
BOTTOM R/F
TOP R/F
MAT FOUNDATION FOR C13 C14 & C16

78. BOQ OF MAT FOUNDATION (SAFE)

79. 5. Overall Benefits/Expected Outcomes
Ability to understand the logic behind input for structural ADD software.
Clear understanding of structural ADD process.
Expertise in structural ADD software.
Ability to develop structural projects for business/study/industry.
Immediate take off when job is assigned, no pre -trainings required from senior level.
Ability to become senior/lead level within one year of job assignment.
Anyone can start its own consultancy.

80. Enhance your skill
Use it effectively
World is yours

81. Special Thanks
[1] President (Dr. [2] Dean (Dr. [3] Director (Dr. [4] Head of the Department, School of Civil Engineering and Architecture (Dr. [5] My Research Partner (Dr. Vijay) [6] All students and staff members of Civil Engineering Department, College of Engineering, Adama Science and Technology University

82. THANKS for ATTENTION
SUGGESTIONS/QUIRES
are WELCOME

84. (R/F DETAILING of SLAB “S7” (RCDC & AUTOCAD)
LAYOUT PLAN of SLAB

85. Click-1

86. (Analysis of super structure along with Design of Steel Structure)
ETAB/STAAD.PRO
(Analysis of super structure along with Design of Steel Structure)
Click-1

87. STAAD RCDC
(Design of RCC Structure but 4 Sub Structure “Isolated , on Raft & Pile Cap”)
Click-1

88. SAFE/STAAD FOUNDATION (Design of sub structure)
Click-1

89. (Detailing as per Client/Project demand)
AUTOCAD
(Detailing as per Client/Project demand)
Click-1