FLOOR PLAN 1 FLOOR PLAN 2
FLOOR PLAN 3 FLOOR PLAN 4
GROUP MEMBERS:
1. SUJITH CHOWDARY V VEMULAPALLI
2. NISHANTH RG
STUDENT NAME
NISHANTH RG
USN SEM SEC
1RW21AT066 8 B
PLATE TITLE
STRUCTURAL FRAMING
SUBJECT CODE PLATE NO SHEET NO
A 1
21ARC96
SUBJECT NAME
EARTHQUAKE RESISTANT
STRUCTURES
REMARKS
BUILDING HEIGHT = 44000mm COLUMN SIZE = 750X750mm
FLOOR TO FLOOR HEIGHT = 4000mm BEAM SIZE = 900X300mm
WALL THK = 250mm
SLAB THK = 200mm
1. Point Load (Concentrated Load)
A force applied at a single, specific location.
SI Unit: Newton (N) or Kilonewton (kN)
Example: A column supporting a beam, where the reaction
force acts as a point load.
2. Linear Load (Distributed Load)
A force spread along a length, typically on beams or slabs.
Types:
Uniformly Distributed Load (UDL) – Constant over the length.
Uniformly Varying Load (UVL) – Varies linearly along the
length.
SI Unit: Newton per meter (N/m) or Kilonewton per meter
(kN/m)
FLOOR PLAN 2
Example: The weight of a wall resting on a beam.
3. Area Load (Surface Load)
A force spread over an area, commonly found in slabs and
foundations.
SI Unit: Newton per square meter (N/m²) or Kilonewton per
square meter (kN/m²)
Example: The weight of furniture and occupants on a floor slab.
GROUP MEMBERS:
1. SUJITH CHOWDARY V VEMULAPALLI
2. NISHANTH RG
Unit weight of Brick + Mortar Unit weight of brick(18KN/m3) x 230 mm x
Floor to Floor height - Slab Thickness(3m STUDENT NAME
=24KN/m3
x Floor Finish Thickness (50mm) 0.6m) NISHANTH RG
=24 x 0.05m =18 KN/m3 x 0.23m x 2.4m = 9.936=
=1.2KN/m2 =10KN/m2 USN SEM SEC
1RW21AT066 8 B
PLATE TITLE
LOAD AND LOAD COMBINATIONS
SUBJECT CODE PLATE NO SHEET NO
B 1
21ARC96
SUBJECT NAME
EARTHQUAKE RESISTANT
STRUCTURES
REMARKS
Base Shear (Vb) – Definition
Component Load (kN) Time Period
1. Slab Dead Load Base Shear (Vb) is the total lateral force (in kN) at the
T = 0.965seconds
Load = Unit weight × Area × Thickness Slab 200 base of a structure due to seismic action as per the
= 25 × 40 × 0.2 Beams 972 Equivalent Static Method in IS 1893:2016 (Part 1).
= 200 kN Columns 588
Shear Walls 1,614.75 It represents the total horizontal earthquake force the
2. Beam Dead Load Floor Finish (Stone) 53 structure must resist.
Volume of one beam = 0.27 × 6 = 1.62 m³ Partition Walls 164.15 TIME PERIOD X AND Y DIRECTION
Total volume = 1.62 × 24 = 38.88 m³ Total Dead Load 3,591.90 kN vb = Ah x w
Load = Volume × Unit weight = 38.88 × 25 = 972 kN
LIVE LOAD Where:
3. Column Dead Load
Live Load = 3 kN/m² ×336 m² = 1008kN • Vb = Base Shear (in kN)
Volume of one column = 0.49 × 4 = 1.96 m³ • Ah = Design horizontal seismic coefficient
Total volume = 1.96 × 12 = 23.52 m³ (unitless)
Load = 23.52 × 25 = 588 kN • W = Seismic Weight of the building (in kN)
ETABS Screenshot of the floor considered above
4. Shear Wall Dead Load Seismic Coefficient
Sa/g reference graph
Area of one wall = 4 × 21.53 = 86.12 m²
Ah = Z/2 X I/R X Sa/g
(IS 1893:2016 Part 1)
Volume of one wall = 86.12 × 0.25 = 21.53 m³
Total volume = 21.53 × 3 = 64.59 m³
Load = 64.59 × 25 = 1,614.75 kN Where:
• Z = Zone Factor, depends on seismic zone
• I = Importance Factor, depends on building use
Total Structural Dead Load for One Floor • R = Response Reduction Factor, depends on structure type
• Sa/g = Average Response Acceleration Coefficient
Slab: 200 kN Ah = 0,16/2 X 1/5 X 5 = 0.08
Beam: 972 kN
Zone Factor (Z) Response Reduction Factor R
Column: 588 kN
= 5.0
Shear Wall: 1,614.75 kN
Total = 200 + 972 + 588 + 1,614.75 = 3,374.75 kN
Floor Finish Load
Thickness = 50 mm = 0.05 m
Area = 40 m²
Seismic Weight Calculation (W) GROUP MEMBERS:
1. SUJITH CHOWDARY V VEMULAPALLI
Component Load (kN) % Considered Effective Load (kN)
Material = Stone (assumed density = 26.5 kN/m³) 2. NISHANTH RG
Dead Load 3,591.90 100% 3,591.90
Live Load 80 25% 20.00
Load = Unit weight × Thickness × Area Z = 0.16
Total W 3,611.90 kN STUDENT NAME
= 26.5 × 0.05 × 40
= 53 kN NISHANTH RG
Importance Factor
USN SEM SEC
Partition Wall Load ETABS screenshot of application of (7) - Defining 1RW21AT066 8 B
Mass Source PLATE TITLE
Density = 1800 kg/m³ = 1.8 × 9.81 = 17.65 kN/m³ EARTHQUAKE STATIC
SUBJECT CODE PLATE NO SHEET NO
Thickness = 0.10 m C 1
21ARC96
SUBJECT NAME
Height = 3.1 m EARTHQUAKE RESISTANT
Importance Factor I = 1.0
STRUCTURES
Length = 30 m REMARKS
Material = Solid concrete block
Volume = Length × Height × Thickness
= 30 × 3.1 × 0.1 = 9.3 m³
Load = Volume × Unit weight = 9.3 × 17.65 ≈ 164.15 kN
TOTAL MASS = 4,722,295.41KG
GROUP MEMBERS:
1. SUJITH CHOWDARY V VEMULAPALLI
DL+0.8LL+0.8EQX DL+0.8LL+0.8EQX 2. NISHANTH RG
STUDENT NAME
NISHANTH RG
USN SEM SEC
1RW21AT066 8 B
PLATE TITLE
MAX : 0.001377, STORY 6 MIN : (0,BASE) RESULT OF EARTH
MAX : 43.251207, STORY11 MIN : -33.920058, STORY11 QUAKE STATIC ANALYSIS
SUBJECT CODE PLATE NO SHEET NO
D 1
21ARC96
SUBJECT NAME
EARTHQUAKE RESISTANT
STRUCTURES
REMARKS
