if we had dual system structure but we cant use dual system on the structure because does not satisfy point D or E. with out changing anything in the structure of the building we can use 1-bearing wall system or 2-Building frame system which is closer to the dual system or which is considered more appropriate of the two (bearing wall system or Building frame system)? and why it is more appropriate? Lateral Force-Resisting Systems Bearing Wall System Building Frame System Moment-Resisting Frame System Dual System D. DUAL SYSTEMS WITH SPECIAL MOMENT FRAMES CAPABLE OF RESISTING AT LEAST 25% OF PRESCRIBED SEISMIC FORCES E. DUAL SYSTEMS WITH INTERMEDIATE MOMENT FRAMES CAPABLE OF RESISTING AT LEAST 25% OF PRESCRIBED SEISMIC FORCES

Design Problem 5 Determine the spacing of 10 mm U Stirrups required for the beam of design problem 4.0 at Ls = 1.10 m from the support if fpu is 1,724 MPa for the prestressing steel and fy for the stirrups is 276 MPa. Aps = 945.16 mm² (Use NSCP Equation, Table 409.6.3.3e)

if we had dual system structure but we cant use dual system on the structure because does not satisfy point D or E. with out changing anything in the structure of the building we can use 1-bearing wall system or 2-Building frame system which is closer to the dual system or which is considered more appropriate of the two (bearing wall system or Building frame system)? and why it is more appropriate? Lateral Force-Resisting Systems Bearing Wall System Building Frame System Moment-Resisting Frame System Dual System D. DUAL SYSTEMS WITH SPECIAL MOMENT FRAMES CAPABLE OF RESISTING AT LEAST 25% OF PRESCRIBED SEISMIC FORCES E. DUAL SYSTEMS WITH INTERMEDIATE MOMENT FRAMES CAPABLE OF RESISTING AT LEAST 25% OF PRESCRIBED SEISMIC FORCES

if we had dual system structure but we cant use dual system on the structure because does not satisfy point D or E. with out changing anything in the structure of the building we can use 1-bearing wall system or 2-Building frame system which is closer to the dual system or which is considered more appropriate of the two (bearing wall system or Building frame system)? and why it is more appropriate? Lateral Force-Resisting Systems Bearing Wall System Building Frame System Moment-Resisting Frame System Dual System D. DUAL SYSTEMS WITH SPECIAL MOMENT FRAMES CAPABLE OF RESISTING AT LEAST 25% OF PRESCRIBED SEISMIC FORCES E. DUAL SYSTEMS WITH INTERMEDIATE MOMENT FRAMES CAPABLE OF RESISTING AT LEAST 25% OF PRESCRIBED SEISMIC FORCES

Q// if we had dual system structure but we cant use dual system on the structure because does not satisfy point D or E.with out changing anything in the structure of the building we can use 1-bearing wall system or 2-Building frame system which is closer to the dual system  or which is considered more appropriate of the two (bearing wall system or Building frame system)? and why it is more appropriate??

Civil Engineering-Structural analysis-Reinforced Concrete.