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Analisis Lentur Balok: Undefined
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Input Data
Analysis Report
Load
Gaya lentur terfaktor (Mu): KN.m
Min 0
Section
Lebar balok (bw): mm
Min 100
Tinggi balok (h): mm
Min 100
Pengecekan minimum tinggi balok
Tanpa pengecekan
Tanpa pengecekan
Dengan pengecekan
Dengan pengecekan
Reinforcement
Tulangan tarik (n_bottom @ db_bottom)
Range 1 - 40
D
Range 4 - 50
Jarak serat tekan ke tul. tarik (d): mm
Range undefined - undefined
Material
Kuat tekan beton disyaratkan (fc'): MPa
Range 10 - 70
Kuat leleh tulangan disyaratkan (fy): Mpa
Range 120 - 1000
Regangan maksimum beton (e_cu)
Modulus elastisitas tulangan (Es): MPa
Jenis Beton
Beton Normal (lambda = 1)
Beton Normal (lambda = 1)
Beton Ringan dengan pasir ringan (lambda = 0.85)
Beton Ringan dengan pasir ringan (lambda = 0.85)
Beton Ringan dengan semua agregat ringan (lambda = 0.75)
Beton Ringan dengan semua agregat ringan (lambda = 0.75)
Code
Code
SNI 2847:2019
SNI 2847:2019