Question

you dont need question 1A i have already given you the equation for 1A in the secons picture uploaded Thank you the answer to the part B has also been uploaded a step by step solution to obtain that value is what is required. The value is a mark scheme value and should only be that

[10 marks] (b) Compute the maximum value of the embankment loading q shown in Figure Q1.2 such that the increase of vertical stress at 10kN/m2 [Hint: Use the expressions derived in Q1(a).] point P (see Figure Q1.2) does not exceed [15 marks] 3m 3m 3m 6m + 2m P Figure Q1.2. Problem geometry including embankment loading. b 1. a) Increase of vertical stress o. qa+b a b) Maximum load q-588kN / m2

Answer 1

al Pont divide teis nt given proslem Lelos we Can Col culate Com Aguni giuer Lle venicof hrey at pom hrey due h Dhole a puiU b do Hed tractes one amd Let ho nne h doteol ome

119 Colcuotc Now (2m, 여2 1 어 80.57" 기 |여,- 1,40 S6 Raol temlin)1S 에 td2 1,4?82 Roo 2 여2 1,4?%2 ~ 1.40S6 어, 0.0?264. Ra어 Can() Dut e values (1.4282) 12 3 T

,o,9828 Paol, Hem di 12 490 leo Put alf Voluej O.9828 249o_ {.5152 Hence Net venHEl IS2 T TT q,s S88. 31 kN/2

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