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
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)
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