Date:Prdlant: Difract shoth Cshecar box) tost wyhe conductyda moist, fine sand with DoO =0,2mm Vhe finescondynt (pokdicls less tham O,075 mm) is Lyss dhan1% sthe resultonog he tyst areVodical toad LN) 270 540 1080Hoizontal tad )Verical load CN)Hohikondtal Inadla) d84.a/ Plot the vetical load veisus the hopizontal load.1130662320590334b/ Do the dasta sign aligh wildh a Safiaight line dhraughthe ofigin ? y not , explain why it s not so, asSunlngthat the desofa rs conrieetc/Rycommpud ahe ichlon angle dtoZaundatonbuilding Explain 'upul Jecommandatibnby usd joh dhea

Date: on Problem 4: Direact shear (shear box) test were conducted a moist, fine sand with D60 = 0,2mm the fines. content (particles less than 0,075 mm) is less than 1%. The result of the test are Vertical load (N) 270 540 1080 Horizontal load IN Vertical load Nxxo Vertical load (N) 320 590 1130 Horizontal Ioad (N)) 184 334 662 a/ Plot the vertical load versus the horizontal load b/ Do the data sign align with a straight line through the origin? If not, explain why it is not so, assuming that the data is correct used for the c/ Recommend the friction angle to be used foundation degn of a to tog 10 - Story - high building. Explain your recommandation

Date: on Problem 4: Direact shear (shear box) test were conducted a moist, fine sand with D60 = 0,2mm the fines. content (particles less than 0,075 mm) is less than 1%. The result of the test are Vertical load (N) 270 540 1080 Horizontal load IN Vertical load Nxxo Vertical load (N) 320 590 1130 Horizontal Ioad (N)) 184 334 662 a/ Plot the vertical load versus the horizontal load b/ Do the data sign align with a straight line through the origin? If not, explain why it is not so, assuming that the data is correct used for the c/ Recommend the friction angle to be used foundation degn of a to tog 10 - Story - high building. Explain your recommandation

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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