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Maximum Deflection Graph for Column 1 Table-12 Maximum Deflection For Column

Table 12 Maximum Deflection Graph for Column 1 Table-12 Maximum Deflection For Column

Related Figures (43)

Figure | Building Regulations for Hill Towns
Figure | Building Regulations for Hill Towns
Figure 2 Building frame with short columns
Figure 2 Building frame with short columns
Fig.4 Preparation of structure in STAAD Pro.
Fig.4 Preparation of structure in STAAD Pro.
Fig.5 Preparation of Nodes of structure in STAAD Pro.
Fig.5 Preparation of Nodes of structure in STAAD Pro.
Fig.6 Preparation of Model in STAAD Pro. Assigning Beams and Columns
Fig.6 Preparation of Model in STAAD Pro. Assigning Beams and Columns
Fig.7 Preparation of Model in STAAD Pro. Assigning Load Distribution
Fig.7 Preparation of Model in STAAD Pro. Assigning Load Distribution
Fig.8 Preparation of Model in STAAD Pro. Load Distribution (Dead Load)
Fig.8 Preparation of Model in STAAD Pro. Load Distribution (Dead Load)
Fig.9 Preparation of Model in STAAD Pro. Load Distribution (Uniform Load)
Fig.9 Preparation of Model in STAAD Pro. Load Distribution (Uniform Load)
Fig.10 Preparation of Model in STAAD Pro. Assigning Load to structure (Dead Load)
Fig.10 Preparation of Model in STAAD Pro. Assigning Load to structure (Dead Load)
Fig.11 Preparation of Model in STAAD Pro. Assigning Load Distribution (SeismicParameters)
Fig.11 Preparation of Model in STAAD Pro. Assigning Load Distribution (SeismicParameters)
Fig. 12 Preparation of Model in STAAD Pro. Load Distribution
Fig. 12 Preparation of Model in STAAD Pro. Load Distribution
Fig.13 Preparation of Model in STAAD Pro. Assigning Necessary IS Codes
Fig.13 Preparation of Model in STAAD Pro. Assigning Necessary IS Codes
Fig. 15 Preparation of Model in STAAD Pro. Result for Beam End Forces Fig.14 Preparation of Model in STAAD Pro. Result Analysis
Fig. 15 Preparation of Model in STAAD Pro. Result for Beam End Forces Fig.14 Preparation of Model in STAAD Pro. Result Analysis
Fig.16 Preparation of Model in STAAD Pro. Result for Shear Force and BendingMoment for Beam
Fig.16 Preparation of Model in STAAD Pro. Result for Shear Force and BendingMoment for Beam
Fig. 17 Preparation of Model in STAAD Pro. Result for Shear Force and BendingMoment for Beam
Fig. 17 Preparation of Model in STAAD Pro. Result for Shear Force and BendingMoment for Beam
LY. STPUCTUIPAL MLOdELS Structural models for different sloping ground are shown in plan, elevation and 3Dstructural model of plane and sloping ground structures in Fig.
LY. STPUCTUIPAL MLOdELS Structural models for different sloping ground are shown in plan, elevation and 3Dstructural model of plane and sloping ground structures in Fig.
ELEVATION OF A SLOPING GROUND (0°) ELEVATION OF A SLOPING GROUND (15°)
ELEVATION OF A SLOPING GROUND (0°) ELEVATION OF A SLOPING GROUND (15°)
Table-2 Material properties considered in the modeling
Table-2 Material properties considered in the modeling
Table-1 Material properties considered in the modeling
Table-1 Material properties considered in the modeling
Table-8 Bending Moment for 30° Table-6 Bending Moment for 15°
Table-8 Bending Moment for 30° Table-6 Bending Moment for 15°
Table-13 Maximum Deflection For Column
Table-13 Maximum Deflection For Column
Maximum Deflection Graph for Column 1
Maximum Deflection Graph for Column 1
Maximum Deflection Graph for Column |
Maximum Deflection Graph for Column |
Table-14 Maximum Deflection For Column 5
Table-14 Maximum Deflection For Column 5
Table-15 Shear Force For 0 Degree
Table-15 Shear Force For 0 Degree
Maximum Deflection Graph for Column |
Maximum Deflection Graph for Column |
Table-17 Shear Force For20 Degree Table-18 Shear Force For30 Degree
Table-17 Shear Force For20 Degree Table-18 Shear Force For30 Degree
Table-16 Shear Force For15 Degree
Table-16 Shear Force For15 Degree
Table-19 Shear Force For40 Degree
Table-19 Shear Force For40 Degree
4) Storey Displacement With Respect To DifferentType Of Soil 5) Time Period For Different Models Under DifferentSoil Conditions Table-21 Time Period for Different Models
4) Storey Displacement With Respect To DifferentType Of Soil 5) Time Period For Different Models Under DifferentSoil Conditions Table-21 Time Period for Different Models
ISSN: 2321-9653; IC Value: 45.98; SJ Impact Factor: 7.538 Volume 10 Issue VII July 2022- Available at www. ijraset.com
ISSN: 2321-9653; IC Value: 45.98; SJ Impact Factor: 7.538 Volume 10 Issue VII July 2022- Available at www. ijraset.com
Related topics:
Sloping GroundAxial ForceHorizontal force
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