TryBuildCalcBeam Load Verification Checklist
π Last updated: June 28, 2026
Essential Checklist+β
Complete these critical checks before approving the work or proceeding to the next construction stage.
β15 Inspection Points
β3 Verification Categories
βLoad Identification & Input+-
- Dead load (self-weight of beam, slab, finishes) correctly calculated
- Live load selected per IS 875 Part 2 for the actual occupancy type
- Wall load included where masonry walls sit on the beam
- Load combination applied β 1.5 (DL + LL) for IS 456:2000 limit state design
- Tributary width (load width contributing to the beam) correctly identified
- Point loads (columns above, equipment, water tanks) identified and included
- Beam span measured as effective span β centre to centre of supports
- Beam self-weight included β 25 kN/mΒ³ Γ beam width Γ beam depth
βBending Moment & Shear+-
- Correct bending moment formula applied for loading and support type
- Maximum shear force identified β occurs at supports for simply supported beams
- All loads in consistent units throughout β kN and metres, or kN/mΒ²
βBeam Size & Adequacy+-
- Beam effective depth adequate for applied bending moment
- Beam width adequate β minimum 200mm, 230mm standard in residential construction
- Beam checked for shear β shear stress within permissible limit or stirrups designed
- Beam load calculation reviewed by qualified structural engineer before construction
Full QC Checklist+β
Verification checklist for beam load calculation and structural assessment β covering load identification, load combination, beam sizing, deflection, and safety. Use the Essential Checklist for critical checks before finalising beam design; expand to Full QC Checklist for complete structural verification.
β25 Inspection Points
β3 Verification Categories
βLoad Identification & Input+-
- Dead load (self-weight of beam, slab, finishes) correctly calculated
- Live load selected per IS 875 Part 2 for the actual occupancy type
- Wall load included where masonry walls sit on the beam
- Load combination applied β 1.5 (DL + LL) for IS 456:2000 limit state design
- Tributary width (load width contributing to the beam) correctly identified
- Point loads (columns above, equipment, water tanks) identified and included
- Beam span measured as effective span β centre to centre of supports
- Beam self-weight included β 25 kN/mΒ³ Γ beam width Γ beam depth
- Wind and seismic loads assessed β applied to beam if applicable
- Load diagram drawn showing beam span, support type, and all applied loads
- Support conditions correctly identified β simply supported, fixed, or continuous
- Superimposed dead loads (SDL) confirmed β floor finishes, screed, partition allowance
βBending Moment & Shear+-
- Correct bending moment formula applied for loading and support type
- Maximum shear force identified β occurs at supports for simply supported beams
- All loads in consistent units throughout β kN and metres, or kN/mΒ²
- Support reactions checked β sum of reactions equals total applied load
- For continuous beams β hogging moments at supports checked, not just mid-span
- Deflection checked β span/depth ratio or calculated deflection within IS 456 limit
- Bending moment diagram drawn and reviewed β critical section identified
βBeam Size & Adequacy+-
- Beam effective depth adequate for applied bending moment
- Beam width adequate β minimum 200mm, 230mm standard in residential construction
- Beam checked for shear β shear stress within permissible limit or stirrups designed
- Beam load calculation reviewed by qualified structural engineer before construction
- Bearing length at supports adequate β minimum 150mm on masonry, per drawing on RCC
- Pre-camber specified for beams spanning more than 6m
Inspection Notes+-
Use the latest approved drawings, specifications, and measured site inputs.
Complete all critical checks before approving the work or proceeding to the next construction stage.
Record non-conformances and verify rectification before sign-off.
Inspection Notes
Use the latest approved drawings, specifications, and measured site inputs.
Complete all critical checks before approving the work or proceeding to the next construction stage.
Record non-conformances and verify rectification before sign-off.