ρw Effect in Equation b), Table 22.5.5.1, ACI 318-19
Effective Depth d Influence on Vc According to Equation c), Table 22.5.5.1 ACI 318-19
Reinforced Concrete Beam with Rectangular Cross-Section
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Reinforced Concrete Design Results According to ACI 318-19 in RFEM
ρw Effect in Equation b), Table 22.5.5.1, ACI 318-19
Effective Depth d Influence on Vc According to Equation c), Table 22.5.5.1 ACI 318-19
Reinforced Concrete Beam with Rectangular Cross-Section
Reinforced Concrete Design Results According to ACI 318-19 in RFEM
2024-05-30
014165
  • RFEM 5
  • RF-CONCRETE 5
  • ACI 318 for RFEM 5
    • Concrete Structures
    • Structural Analysis & Design
    • ACI 318

ρw Effect in Equation b), Table 22.5.5.1, ACI 318-19

Used in
  • Shear resistance Vc According to ACI 318-19
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2024-05-30
014166
  • RFEM 5
  • CONCRETE 8
  • ACI 318 for RFEM 5
    • Concrete Structures
    • Structural Analysis & Design
    • ACI 318
Effective Depth d Influence on Vc According to Equation c), Table 22.5.5.1 ACI 318-19
Used in
  • Shear resistance Vc According to ACI 318-19
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2024-05-30
014167
  • RFEM 5
  • CONCRETE 8
  • ACI 318 for RFEM 5
    • Concrete Structures
    • Structural Analysis & Design
    • ACI 318
Reinforced Concrete Beam with Rectangular Cross-Section
Used in
  • Shear resistance Vc According to ACI 318-19
3D Model
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  • Reinforced Concrete Beam - Shear Resistance ACI 318-19
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 2
Number of Load Combinations 2
Total Weight 2,446 t
Dimensions (Metric) 6.596 x 0.500 x 0.500 m
Dimensions (Imperial) 21.64 x 1.64 x 1.64 feet
Program Version 5.24.01
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2024-05-30
014168
  • RFEM 5
  • CONCRETE 8
  • ACI 318 for RFEM 5
    • Concrete Structures
    • Structural Analysis & Design
    • ACI 318
Reinforced Concrete Design Results According to ACI 318-19 in RFEM
Used in
  • Shear resistance Vc According to ACI 318-19
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