LOADS

Impact Load

Suddenly applied or vibratory load — bridges, lift wells, machine foundations. IS 875-2 Cl. 4.6.

Also calledshock loaddynamic load
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CODES
Definition

Impact load is a suddenly-applied load with significant kinetic energy, distinct from a slowly-applied static load. Examples: vehicle wheels on bridges, heavy equipment dropped on industrial floors, rolling crane wheels, lift cars. Per IS 875 Part 2:1987 Cl. 4.6 and IRC 6:2017, impact loads are accounted for by applying a multiplier (typically 1.25-1.50) to the static equivalent. The factor accounts for the dynamic effect — a vehicle bouncing on a road bump exerts more force than its static weight.

For bridges per IRC 6: impact factor varies with span and surface condition. Smaller spans (< 5 m) impact factor up to 1.50; longer spans (> 25 m) impact factor 1.25. The impact factor is applied to live load only, not dead load. For lift wells per IS 875 Part 2: impact factor 1.50 on lift car weight (representing impact during sudden braking). For machine foundations per IS 1893 Part 4: vibratory loads with impact factors specific to machine type. The most-overlooked Indian construction issue: heavy equipment placed on slabs designed only for UDL — impact factor not considered. A 250 kg cabinet dropped from 300 mm produces 1875 N peak vs 2500 N static load — impact much higher.

Where used
  • Bridge design — vehicle live load with IRC 6 impact factor
  • Lift well design — IS 875 Part 2 Cl. 4.6
  • Machine foundations — IS 1893 Part 4
  • Industrial floors — heavy equipment with dynamic loading
  • Crane runway design — wheel impact factors
Acceptance / threshold
Per IS 875 Part 2 + IRC 6:2017 + IS 1893 Part 4: impact factor 1.25-1.50 on live load (varies with span and use); applied to static equivalent for design. Dynamic analysis for very high impact loads.
Site example
Site reality: a Pune school slab designed for 3 kN/m² UDL had a 100 kg display cabinet placed at one corner. Impact-loading from accidental dropping was not considered. Result: 30 mm crack at the cabinet location within 6 months. The IS 875 Part 2 Cl. 4.6 impact factor of 1.5 should have been applied; subsequent furniture additions exceeded it.
Frequently asked
What is impact load?
Impact load is a suddenly-applied load with significant kinetic energy, distinct from a slowly-applied static load. Examples: vehicle wheels on bridges, equipment dropped on floors, lift cars. Per IS 875 + IRC 6: impact factor 1.25-1.50 applied to static equivalent.
How is impact factor applied?
Per IRC 6:2017: impact factor on live load — 1.50 for spans <5 m, 1.25 for spans >25 m, intermediate spans 1.25-1.50 by formula. Applied to live load only, not dead load. Multiplied by the static equivalent in load combinations.
What is the impact factor for bridges?
Per IRC 6:2017: 1.25-1.50 depending on bridge span. Shorter spans (<5 m) have higher impact (1.50); longer spans (>25 m) lower (1.25). Applied to vehicle live load including Class A, B, AA, 70R.
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