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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
please don't solve second image . only asnwer first image don't use AI
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
Transcribed Image Text: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
AI-Generated Solution
AI-generated content may present inaccurate or offensive content that does not represent bartleby’s views.
Unlock instant AI solutions
Tap the button
to generate a solution
Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning