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

Trigonometry (MindTap Course List)
8th Edition
ISBN:9781305652224
Author:Charles P. McKeague, Mark D. Turner
Publisher:Charles P. McKeague, Mark D. Turner
Chapter7: Triangles
Section: Chapter Questions
Problem 1RP: We mentioned in Section 7.5 that our algebraic treatment of vectors could be attributed, in part, to...
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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
Transcribed Image Text: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
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