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.
β17 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
- Point load position measured from the actual support, not assumed to be centered
- Support type (Simply Supported vs Cantilever) confirmed against the actual detail
- 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.
β27 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
- Point load position measured from the actual support, not assumed to be centered
- Support type (Simply Supported vs Cantilever) confirmed against the actual detail
- 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.
Related Calculators & Guides
FAQ
Use it after collecting the calculator inputs and again before approving the related site work or closing the inspection stage.
No. It supports verification only. Final design, construction approval, and compliance must follow approved drawings, project specifications, codes, and qualified professional review.