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? 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
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? 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
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