,_Table_22.5.5.1_ACI_318-19.png)
,_Table_22.5.5.1,_ACI_318-19.png)
,_Table_22.5.5.1_ACI_318-19.png?mw=176&hash=165fd3f6b1ccd3b929671e199eaeac3c5876aac5)
,_Table_22.5.5.1,_ACI_318-19.png?mw=176&hash=e05b02162f3c76f250ef691914dfc87ff49d0333)
2024-05-30
038433
Effective Depth d Influence on Vc According to Equation c), Table 22.5.5.1 ACI 318-19
KB 001796 | Shear Resistance According to ACI 318-19 in RFEM 6
2024-05-30
038434
pw Effect in Equation b), Table 22.5.5.1, ACI 318-19
KB 001796 | Shear Resistance According to ACI 318-19 in RFEM 6
2024-05-30
038435
Reinforced Concrete Beam with Rectangular
KB 001796 | Shear Resistance According to ACI 318-19 in RFEM 6
2024-05-30
038436
Reinforced Concrete Design Results According to ACI 318-19 in RFEM 6
KB 001796 | Shear Resistance According to ACI 318-19 in RFEM 6