NOVA RC BEAM DESIGN

Design Code: ACI 318M-19

Structural Model

P1u={{formatNum(calcP1u)}}
{{loads.pl1_a}} m
P2u={{formatNum(calcP2u)}}
{{loads.pl2_a}} m
Wu = {{calculateWu.toFixed(0)}} kg/m
L = {{beam.length.toFixed(2)}} m

Shear Force Diagram

Bending Moment Diagram

Moment Capacity

φ = 0.90
Negative (Support)Ratio: {{getRatio(analysisResults.mMaxNeg, capacity.phiMnTop).toFixed(2)}}
Positive (Mid)Ratio: {{getRatio(analysisResults.mMaxPos, capacity.phiMnBot).toFixed(2)}}

Shear Capacity

φ = 0.75
Critical ShearRatio: {{getRatio(analysisResults.vMax, capacity.phiVn).toFixed(2)}}
Vc{{formatNum(capacity.vc)}} kg
Vs{{formatNum(capacity.vs)}} kg
SCALE 1:10

SECTION A-A

{{ beam.b }}
{{ beam.h }}
TOP REINFORCEMENT{{ getBarText('top') }}
BOTTOM REINFORCEMENT{{ getBarText('bot') }}
STIRRUPS: RB{{rebar.stirrup.d}} @ {{rebar.stirrup.s}} cm

RC Beam Design

NOVA STRUCTURAL DESIGN

Project Reference
{{ projectInfo.name || 'Untitled Project' }}
Designed by: {{ projectInfo.designer || '-' }}

1. Design Criteria

Beam Size (b x h){{beam.b}} x {{beam.h}} cm
Span Length{{beam.length}} m
Concrete (fc'){{mat.fc}} ksc
Rebar (fy){{formatNum(mat.fy)}} ksc
Reduction (Flexure)φ = 0.90
Reduction (Shear)φ = 0.75

2. Load Analysis

Load TypeServiceFactorUltimate
Dead Load + SW{{(loads.dl+beamSelfWeight).toFixed(0)}}{{factors.dl}}{{((loads.dl+beamSelfWeight)*factors.dl).toFixed(0)}}
Live Load{{loads.ll}}{{factors.ll}}{{(loads.ll*factors.ll).toFixed(0)}}
Point Load P1--{{calcP1u.toFixed(0)}}
Point Load P2--{{calcP2u.toFixed(0)}}
Total Uniform (Wu){{calculateWu.toFixed(0)}} kg/m

3. Capacity Verification

Positive Moment (Mid-Span)
Req: {{formatNum(analysisResults.mMaxPos)}}|Cap: {{formatNum(capacity.phiMnBot)}}
{{checks.momentBot?'PASS':'FAIL'}}
Negative Moment (Support)
Req: {{formatNum(analysisResults.mMaxNeg)}}|Cap: {{formatNum(capacity.phiMnTop)}}
{{checks.momentTop?'PASS':'FAIL'}}
Shear Force
Req: {{formatNum(analysisResults.vMax)}}|Cap: {{formatNum(capacity.phiVn)}}
{{checks.shear?'PASS':'FAIL'}}
SECTION DETAIL
GEOMETRY: {{beam.b}} x {{beam.h}} cm

Reinforcement

  • Top Bars{{ getBarText('top') }}
  • Bottom Bars{{ getBarText('bot') }}
  • StirrupsRB{{rebar.stirrup.d}} @ {{rebar.stirrup.s}} cm
Software: NOVA RC Beam Design v2.0
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