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 (Both Manual design in xl and Softwares method)

1. Load transfer sequence and technique in a structure.

2. Limitations of all design and detailing softwares.

3. How Fix, pin end conditions are to be constructed at site.

4. What are the effects of interchanged end condition at site.

5. What and how are the construction loads to be added in structural design, which are not said by any codes.

6. Practical layout of re-bars in slabs based on BM diagram.

7. How to assume the rebars in design and reconfirm the assumptions.

8. How to prepare the beam and column layout drawings as per Architectural drawings.

9. How to orient the columns according to major and minor axis BM's.

10.How to structurally rectify the deflection failures in constructed beams.

11.How to rectify the buckling failures in constructed columns.

12.How to redesign any columns or beams to increase the sizes after construction.

13.How to give input to the structural design softwares according to site condition.

14.How to read the output of structural design softwares and understand them for detailing.

15.How to do the ductile and non-ductile designs in Seismic zones.

16.How to create a structural analysis model from scratch say from architectural drawing.

17.Why the section classification check has no elastic stage.

18.What are the meanings of Plastic, compact and semi-compact stages.

19.What is diapharahm and how to define in practical way.

20.P-Delta analysis in practical way.

21.How to design steel structures without bracing.

22.Practical concepts of Connection load calculation.

20.What are the different partial end conditions and how to practically model in software.

21.How to avoid slenderness of steel beam and columns without increasing section geometry.

22.Practical concepts of all type of foundations including pile cap.

23.Thermal and shrinkage Crack checks.

24.Practical examples of Strength design and serviceability designs.

25.How to prevent Sliding and Overturning failures in foundation designs.

26.PEB structures design.

27.FEM analysis of a lifting pad eye hook, that is used to lift steel beams in site works.

28.How to create detailed drawings from structural softwares.

29.Stages and sequences of construction according to design phases.

30.Stages of checks in structural drawings and calculations, with check list.

31. What is Definition of Structure.

32.What is meant by members and elements in the structure.

33.Why masonry wall is not a structural member in structure.

34.Why beams and columns are not required if a structure is made up of shear walls only.

35.What is flexure member and why is it being called so.

36.How a tension member look like in real time scenario and how to design it.

37.What is compression member and examples.

38.What is the difference between structural analysis, design and detailing.

39.What is meant by FEM method for analysis and design, and why to use that.

40.What are the varieties and types of load and how to apply in real time.

41.What is compression and tension zone of a member/element and why is it important and application in real time.

42.What are the limitations of all structural design softwares and how to overcome these limitations.

43.What is limit state design and working stress design and which one to use.

44.What is linear and non linear analysis and how to execute.

45.What is major,minor and neutral axis of a member and why is it important.

46.How to define SF,BM,Torsion, Axial force,in a practical way with some tricks.

47.How to define buckling,deflection and cripling.

48.How to technically define various end support conditions like FIX,SS,PIN,ROLLER and Free.

49.How to construct various end support conditions like FIX,SS,PIN,ROLLER and Free.

50 What is 6 degrees of freedom.

51.What is meant by elastic,plastic and ultimate stage of a material and how to apply in real time design process.

52 What are the IS codes for Loading, Loading combination, Design of RCC, Design of Steel structures.

53.How to refer the parameters from IS codes.

54.Load transfer technique of a structure with sequence.

55.How to calculate he gravity loads.

56.How to calculate the construction loads.

57.How to calculate the MEP services loads.

58.How to calculate the crane impact load.

59.How to calculate the wind load as per code.

60.How to apply wind loads on structure based on surface pressure coefficients.

61.How to calculate the seismic loads as per code.

62.How to apply seismic loads on structure based on floor wise distribution.

64.How to calculate the base reactions of column for foundation design in manual method.

65.What is the difference between one way & two way slab and how the load transfer happens in real rime.

66.Why to assume depths of slabs while stating the calculation.

67. What is effective depth and why not the engineering process does not use overall depth in design.

68.Why shorter span is governing direction in slab design.

69.What are the reasons for having cover in concrete and how to identify cover based on various environment.

70.What is meant by effective span and difference between full span and effective span.

71.What is collapse and serviceability case loading combinations and how to apply in real time.

72.Why loading combination is important and what is meant by combining loads.

73.What are the steps involves in slab, Beam, Column, Foundation and pile cap design.

74.How to calculate he size of members from BM.

75.How to calculate the stirrups requirement from SF.

76.How much is minimum depth and reinforcement requirement of code.

77.In which situations collapse combination to be used and in which serviceability to be used.

78.What is the difference between cast in situ and precast structures and how to implement in real time.

79.How the main bar and distribution bars have to be laid at site, and what will happen if wrongly laid and how to rectify the fault.

80.How to calculate clashed BM for two way slabs.

81.How to design FIX,SS, and cantilever slabs and Beams.

81.How to check the crack width of slabs, beams and columns.

82.What is singly reinforced beam and doubly reinforced beam and in which situation those to be designed.

83.What is under and over reinforced beams.

84. For which loads factor of safety not to be applied in beam design and why.

85.How to calculate loading on beams from various types of slabs.

86.What is the difference between roof beams, plinth beams and tie beams and why the depth varies for all and how the end condition is to be designed and constructed.

87.How to execute the deflection check of slabs and beams.

88.What is the difference between vertical shear and horizontal shear in a beam and how to design the stirrups for those two.

89.How to get the slabs, beams in just pass condition.What to do if it goes failure or overpass condition.

90.Difference between short and long column and its application in real time.

91.Difference between axial, uniaxial and biaxial loading columns and its application in real time.

92.How to apply the wind and seismic loads in column design.

93.Difference between reinforcement equally distributed on 2 sides and 4 sides and its application.

94.How to calculate slender BM and P-Delta BM in column design.

95.What is meant by interaction or utilization ratio and why to calculate this.

96.How to design circular columns.

97.Difference between Staadpro, Etabs, RCDC and connection softwares.

98.How to rectify failure cases in FEm softwares.

99.Various types of failures and understanding them all.

100.How detailing in FEM softwares are not much clear. What to use.

101.How to export and execute detailing in RCDC software.

102.What is the relation between Kl/r ratio and l/d ratio.

103.Why Kl/r ratio is very important in steel member design.

104, Use of bracing in steel structure and how the bracing loads are calculated and designed.

105.Why truss required one end pin and another end roller support.

106.Difference between rolled sections and welded buildup sections and in which situations they are to be used.

107.What is section compactness check and implementation in design.

108.Buckling and deflection check of steel columns.

109.Why column is always a cantilever member in any structure?

110.Effects of wind and seismic loads in beam,column, slabs and foundation.

111.Why composite beam is not a non-linear member.

112.Various types of connections and shortcut trick to calculate the forces on connections.

113.Always welded connection is not FIXED, there can be even SS connection with weld.

114. Shear, moment and roller connections.

115. Connections for members connected in various angles.

116.How to calculate BP size from column size, and how to calculate pedestal size from BP size.

117.Bolt and weld design.

118.Plate to beam, Beam to beam, Beam to column,Column to column various connections and implementation.

119.Truss how to design.

120.What happens if steel structure with bracing and without bracing.

121.What happen if steel structure has all pin joints or all fixed joints.

122.Various type of foundations, shallow and deep concept.

123.In which situation isolated, combined ,raft, mat, strip, strap, pile foundations are constructed.

124. How to read soil analysis report and get the input for foundation design.

125.Design of pile reinforcement, pile cap.

126.Rolls and responsibility of a civil, structural, architectural and other discipline engines in giving input to structural design.

127.Design of foundations in RCDC software.

128.PEB concept, modelling and implementation.

129.Lift hook design in FEM method.

130.How to execute the structural design Project successfully.