Base Shear
Base shear denotes the horizontal force applied to the building' s foundation by seismic or wind pressure. It is the entire lateral force that the foundation of a building must resist in the event of an earthquake, for example
Formula for Base Shear
The base shear (V_b) is commonly calculated using seismic design
codes such as IS 1893 (India), ASCE 7 (USA), or Eurocode 8. The general formula
is:
V_b = C_s · W
Where:
- C_s: Seismic coefficient, determined by factors like site location, building
importance, and response spectrum.
- W: Total seismic weight of the building.
Steps for Calculation
1. Determine Seismic Weight: Include the total dead load and
applicable live loads.
2. Evaluate Seismic Coefficient:
- Based on soil type, zone factor (Z), response reduction
factor (R), and importance factor (I).
- C_s = (Z · I) / R
3. Calculate Base Shear: Multiply C_s by W.
Example
Problem: Calculate the base shear for a 5-story building with the
following parameters:
- Zone factor, Z = 0.16
- Importance factor, I = 1.2
- Response reduction factor, R = 5
- Seismic weight, W = 5000 kN
Solution:
C_s = (Z · I) / R = (0.16 · 1.2) / 5 = 0.0384
V_b = C_s · W = 0.0384 · 5000 = 192 kN
Thus, the base shear for the building is 192 kN.
Deflection
Deflection refers to the displacement of a
structural element under load. Cracking or visible movement signals that a
member's stress is near its allowable level. Excessive deflection can put
structural integrity and occupant comfort at risk.
Types of Deflection
1. Lateral Deflection - Horizontal
displacement caused by wind or seismic forces.
2. Vertical Deflection - Downward bending of
beams or slabs under gravity loads.
Formula for Lateral Deflection
For seismic loads, deflection (Δ) can be calculated using:
Δ = (V · H^3) / (12 · E · I)
Where:
- V: Applied lateral load
- H: Height of the structure
- E: Modulus of elasticity
- I: Moment of inertia of the section
Example
Problem: Calculate the lateral deflection for a single-story
building with:
- Lateral load, V = 50 kN
- Height, H = 5 m
- Modulus of elasticity, E = 25000 MPa
- Moment of inertia, I = 0.02 m^4
Solution:
Δ = (V · H^3) / (12 · E · I)
Δ = (50 · 5^3) / (12 · 25000 · 0.02)
Δ = (50 · 125) / 6000 = 1.04 mm
The lateral deflection is 1.04 mm.
Comparison of Base Shear and Deflection
Base
Shear is a force which depends on the total weight, and a coefficient depends
upon seismic conditions.
Deflection
is the displacement of an object and depends on both material properties as
well as geometric shape.
Conclusion
Base
shear and deflection are essential in the design of earthquake-proof
structures.
Efficient
calculations enabled by the use of correct design codes make certain that
safety and function are not compromised.
Knowing these principles, it is possible for engineers to construct structures which can resist the forces which slide from left to right.
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