calcnote ACI 318-19
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Continuous beam result

I-beam: bf=36.0, bw=12.0, hf=6.0, bf_bot=24.0, hf_bot=6.0 12.0 × 30.0 in 4-#9 f′c 5000 psi fy 60.0 ksi d 27.56 in 2 spans
PASS

All 4 critical sections pass: flexure, shear, crack control, development, deflection.

Input summary

Span L (ft) wD (klf) wL (klf)
Span 1 20.0 2.0 1.5
Span 2 20.0 2.0 1.5
Supports: pin (left), pin (right); interior: continuous (pinned)

Moment and shear envelopes

Moment Envelope (kip-ft) 194.0 -279.5 Shear Envelope (kip) 72.0 -72.0

Pattern loading skipped (L/D ≤ 0.75 per ACI 6.4.3): single full-load case analyzed.

Critical sections

Location Mu (kip-ft) Vu (kip) Type Status
Span 1 midspan 154.6 2.4 I PASS
Span 1 right support 240.0 49.0 T PASS
Span 2 midspan 154.6 2.4 I PASS
Span 2 left support 240.0 49.0 T PASS
Span 1 midspan PASS

Section type: I (positive moment, flange in compression)

D/C moment 0.32
φMn (kip-ft)
482.0
Mu (kip-ft)
154.6
D/C shear 0.03
φVn (kip)
69.2
Vu (kip)
2.4
Crack control: PASS
D/C development 0.19
ld,adj (in)
21.4
lavail (in)
114.0
ψt
1.00
Span 1 right support PASS

Section type: T (negative moment, T-beam with bottom flange)

D/C moment 0.51
φMn (kip-ft)
474.9
Mu (kip-ft)
240.0
D/C shear 0.71
φVn (kip)
69.2
Vu (kip)
49.0
Crack control: PASS
D/C development 0.38
ld,adj (in)
43.8
lavail (in)
114.0
ψt
1.30
Span 2 midspan PASS

Section type: I (positive moment, flange in compression)

D/C moment 0.32
φMn (kip-ft)
482.0
Mu (kip-ft)
154.6
D/C shear 0.03
φVn (kip)
69.2
Vu (kip)
2.4
Crack control: PASS
D/C development 0.19
ld,adj (in)
21.4
lavail (in)
114.0
ψt
1.00
Span 2 left support PASS

Section type: T (negative moment, T-beam with bottom flange)

D/C moment 0.51
φMn (kip-ft)
474.9
Mu (kip-ft)
240.0
D/C shear 0.71
φVn (kip)
69.2
Vu (kip)
49.0
Crack control: PASS
D/C development 0.38
ld,adj (in)
43.8
lavail (in)
114.0
ψt
1.30

Deflection

PASS
Span Ie,avg (in4) δD (in) δL (in) δLT (in) L/δ Status
span_1 46289 0.016 0.012 0.044 5447 PASS
span_2 46289 0.016 0.012 0.044 5447 PASS
Weighted-average Ie per ACI 435.3R-68 (0.70·Ie,mid + 0.15·(Ie,left + Ie,right)); Bischoff Ie per ACI 24.2.3.5.
Calculated 2026-10-26 · ACI 318-19