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have denign fore a two stonied building. Following Suppone you inforemation ane given fore design: i) Squane foundation that is BXB in plan, (i) Depth of footing, Df = 2m (üi) Ventical iV) Soil properties: Y= 16 5 kN/m3, 0= 30°, c= 0, FS = 3 Deterrmine the size of the foundation (Use both Tart zaghi's Bearáng capacity and Meyenhof's Bearing Capacity Factons). grrons allowable load, Qall = 3301 KN

have denign fore a two stonied building. Following Suppone you inforemation ane given fore design: i) Squane foundation that is BXB in plan, (i) Depth of footing, Df = 2m (üi) Ventical iV) Soil properties: Y= 16 5 kN/m3, 0= 30°, c= 0, FS = 3 Deterrmine the size of the foundation (Use both Tart zaghi's Bearáng capacity and Meyenhof's Bearing Capacity Factons). grrons allowable load, Qall = 3301 KN

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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Suppose you have design for a 2 storied building.  Following information are given for design :

(1) Square foundation that is B×B in plan, 

(2) Depth of footing, Df= 2m

(3) Vertical gross allowable load, Qall=            3301 kN,

(4) Soil properties : £= 16.5 kN/m^3,

      $= 30°, c=0, FS= 3

Determine the size of the foundation ( Use both Tarzaghi's bearing capacity and Meyerhof's bearing capacity factors)

 

*Suppore you have design fore a two stonied building. Following inforemation ane given for design: (i) Squane foundation that is BXB in plan, (ti) Depth of footing, Df = 2m üi) Verntical gr(OAs allowable load, Qall = 3301 KN (iv) Soil propernties: Y= 16:5 KN/m3, 0= 30°, c Determine the size of the foundation (Use both Tar zaghi's Bearáng Capacity and Meyenhof's Bearung Capacity Factons). %3D C =0, FS = 3
Transcribed Image Text:*Suppore you have design fore a two stonied building. Following inforemation ane given for design: (i) Squane foundation that is BXB in plan, (ti) Depth of footing, Df = 2m üi) Verntical gr(OAs allowable load, Qall = 3301 KN (iv) Soil propernties: Y= 16:5 KN/m3, 0= 30°, c Determine the size of the foundation (Use both Tar zaghi's Bearáng Capacity and Meyenhof's Bearung Capacity Factons). %3D C =0, FS = 3
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