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 4. A drilled shaft penetrates a clay and a sand layer, respectively, that have the following dimensions and attributes. Determine the net allowable bearing capacity. . • L₁ = 3 m Cu = 700 lb/ft² Yc = 17 kN/m³ . L2 = 6 m = 35º . Db = 2m D₁ = 1m . N₁ = 33.3; Fqs = 1.7; Fqd = 1; Ys = 19 kN/m³ Factor of Safety = 2.5 Fqc=1 **** Clearly State Additional Assumptions **** Present Work Neatly

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 4. A drilled shaft penetrates a clay and a sand layer, respectively, that have the following dimensions and attributes. Determine the net allowable bearing capacity. . • L₁ = 3 m Cu = 700 lb/ft² Yc = 17 kN/m³ . L2 = 6 m = 35º . Db = 2m D₁ = 1m . N₁ = 33.3; Fqs = 1.7; Fqd = 1; Ys = 19 kN/m³ Factor of Safety = 2.5 Fqc=1 Clearly State Additional Assumptions Present Work Neatly

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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
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