Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
? 500 5000 500 ? mm TML=180 Wm Тома=80Nm Nd=15004N INd=1500 GN (1.46+1.6Q Lood Con C35/45 B420c ** *** 9t=450 kN/m² Columns> 500x500 mm Clayey Soil. Ko= 20000 kN/m³ è < 1.75 rigid Sh+0.5 4.5 И n=L b mm mm Make RC design of given continuous) 7=4 kb beam foundation acc. to TS500-2000) Ec- 3250 √fek +14000 (MPa) fctd= 0.35 √fek 1.5 4 EI k-ko, S V-V+Vw 0.8(0.65-fold bw.d) Aswad.d S (Asw) = 0.3 fetd, fyrd bw + Asmin = 0.8 fetel, bus.d fyd

? 500 5000 500 ? mm TML=180 Wm Тома=80Nm Nd=15004N INd=1500 GN (1.46+1.6Q Lood Con C35/45 B420c ** *** 9t=450 kN/m² Columns> 500x500 mm Clayey Soil. Ko= 20000 kN/m³ è < 1.75 rigid Sh+0.5 4.5 И n=L b mm mm Make RC design of given continuous) 7=4 kb beam foundation acc. to TS500-2000) Ec- 3250 √fek +14000 (MPa) fctd= 0.35 √fek 1.5 4 EI k-ko, S V-V+Vw 0.8(0.65-fold bw.d) Aswad.d S (Asw) = 0.3 fetd, fyrd bw + Asmin = 0.8 fetel, bus.d fyd

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
? 500 5000 500 ? mm TML=180 Wm Тома=80Nm Nd=15004N INd=1500 GN (1.46+1.6Q Lood Con C35/45 B420c ** *** 9t=450 kN/m² Columns> 500x500 mm Clayey Soil. Ko= 20000 kN/m³ è < 1.75 rigid Sh+0.5 4.5 И n=L b mm mm Make RC design of given continuous) 7=4 kb beam foundation acc. to TS500-2000) Ec- 3250 √fek +14000 (MPa) fctd= 0.35 √fek 1.5 4 EI k-ko, S V-V+Vw 0.8(0.65-fold bw.d) Aswad.d S (Asw) = 0.3 fetd, fyrd bw + Asmin = 0.8 fetel, bus.d fyd
Transcribed Image Text:? 500 5000 500 ? mm TML=180 Wm Тома=80Nm Nd=15004N INd=1500 GN (1.46+1.6Q Lood Con C35/45 B420c ** *** 9t=450 kN/m² Columns> 500x500 mm Clayey Soil. Ko= 20000 kN/m³ è < 1.75 rigid Sh+0.5 4.5 И n=L b mm mm Make RC design of given continuous) 7=4 kb beam foundation acc. to TS500-2000) Ec- 3250 √fek +14000 (MPa) fctd= 0.35 √fek 1.5 4 EI k-ko, S V-V+Vw 0.8(0.65-fold bw.d) Aswad.d S (Asw) = 0.3 fetd, fyrd bw + Asmin = 0.8 fetel, bus.d fyd
Expert Solution
steps

Step by step

Solved in 2 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS