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A. Sistem & Beban

Report Author / Prepared By Beam / Frame Name

SRPMB SRPMK

Model balok Vu desain geser

Force unit Moment unit

Span L (m) wu (kN/m)

Auto hitung Mu dan Vu dari wu

C Mu+ C Mu- kiri C Mu- kanan C Vu C Tu

Mu+ = C Mu+ wu L^2, Mu- = C Mu- wu L^2, Vu = C Vu wu L, Tu = C Tu wu L^2

Mu+ lapangan (kNm) Mu- tumpuan kiri (kNm) Mu- tumpuan kanan (kNm) Vu input (kN) Tu input (kNm)

Import Result

SAP2000 / STAAD Pro text, CSV, or Excel exports. Member-force tables scan Mu/Vu; SAP concrete summaries are merged with Design Forces For Beams when available.

Source Import file

Import Excel result (.xlsx) Sort imported table Paste table / design result / error message

No import scanned.

B. Material

fc' (MPa) fy lentur (MPa) fy sengkang (MPa) lambda phi geser Es baja (MPa)

C. Dimensi Balok

Rect T-shape

bw / b (mm) h (mm) cover bersih (mm) clear spacing min. (mm) bf efektif (mm) hf / tebal plat (mm)

D. Tulangan Lentur

Diameter D Lapisan max

Custom D (mm)

L1 adalah lapisan paling dekat muka beton. L2 berada di dalamnya dengan jarak vertikal clear spacing.

Area

Atas L1

Atas L2

Bawah L1

Bawah L2

Tumpuan kiri 1/4 Lapangan 1/2 Tumpuan kanan 1/4

E. Sengkang

Diameter P Kaki sengkang s tumpuan (mm) s lapangan (mm) First hoop (mm) Region gambar

Custom P (mm)

F. Torsi

ACI torsion uses closed hoops, Ao from centerline hoop area, and longitudinal torsion bars distributed around the perimeter.

Jenis torsion

Closed hoop / s theta (deg) Side bars tiap sisi b torsion (mm) h torsion (mm) Use section b/h

G. Tulangan Peminggang

ACI 318M-19 9.7.2.3 requires skin reinforcement for nonprestressed beams when h > 900 mm. The trigger is editable for office/local detailing practice.

Trigger h (mm) Spacing side bar (mm) Diameter skin As min typical (mm2/m)

Custom D skin (mm)

ACI 318M-19 Beam Capacity Report

SRPMK / SRPMB Beam Capacity Report

App by M Alif Kurniawan

Prepared by M Alif Kurniawan

Potongan Melintang - B1

Potongan Melintang Semua Area - B1

Tumpuan kiri 1/4

Lapangan 1/2

Tumpuan kanan 1/4

Potongan Memanjang - B1

Teori Lentur Beton Bertulang

Perhitungan Kapasitas

Simbol ACI yang Dipakai

SRPMK / SRPMB Beam Calc

SRPMK / SRPMB Beam Capacity Report

Perhitungan Kapasitas

ACI Reference

SRPMK / SRPMB Beam Capacity Report

Recommended Design - ACI 318M-19

Perhitungan Kapasitas

ACI Reference