16:43 A E"O. O 1L Sl +CScreenshot_2021-04..Instructions:(i) Figures in the right margin indicate full marks.(ii) Each set of questions should be answered in sequence.(iii) Answer all questionsSection-A1. Determine the maximum column load that can be applied on a 1.5 m x 1.5 m squarefoundation placed at a depth of 1.0 m within a soil, where y =19.0 kN/m³, c'=10 kN/m?and o'= 24°. Allow a factor of safety of 3.2. Determine the net ultimate bearing capacity of a mat foundation measuring 20m x 8m on aSaturated clay with Cu = 85 kN/m?, o'= 0 and Dr = 1.5 m.Sand with the allowable settlement is 50 mm, and Neo = 10.Section-B3. Determine the maximum load that can be allowed on a 45cm x 45cm diameter bored pileshown in Figure-1 allowing a factor of safety of 3. Take SPT value at the bottom of pile 40.Sandy = 17.0 kN/m³o' = 31°8 mSand10 mYsat = 19.0 kN/m3d' = 33°Figure - 14. If the total service load on column is 800 kN, calculate the number of piles required to carrythe column load for the problem of question-3. Also check for group action. Drawnecessary sketch.5. Calculate the allowable capacity of the pile shown in Figure -1 considering the soil as Clay.Take qu = 50 kN/m?.

Section A (1) Given Maximum load=1.5m×1.5m Depth=1.0m γ=19.0 kN/m3c'=10kN/m2ϕ'=24° FOS=3.0

Instructions: (i) Figures in the right margin indicate full marks. (ii) Each set of questions should be answered in sequence. (iii) Answer all questions Section-A 1. Determine the maximum column load that can be applied on a 1.5 m x 1.5 m square foundation placed at a depth of 1.0 m within a soil, where y =19.0 kN/m³, c'=10 kN/m² and o'= 24°. Allow a factor of safety of 3. 2. Determine the net ultimate bearing capacity of a mat foundation measuring 20m x 8m on a Saturated clay with Cu = 85 kN/m², ø'= 0 and Dr = 1.5 m. Sand with the allowable settlement is 50 mm, and Ngo = 10. Section-B 3. Determine the maximum load that can be allowed on a 45cm x 45cm diameter bored pile shown in Figure-1 allowing a factor of safety of 3. Take SPT value at the bottom of pile 40. Sand y = 17.0 kN/m³ 4' = 31° 8 m Sand 10 m Ysat = 19.0 kN/m³ d' = 33° Figure - 1 4. If the total service load on column is 800 kN, calculate the number of piles required to carry the column load for the problem of question-3. Also check for group action. Draw necessary sketch. 5. Calculate the allowable capacity of the pile shown in Figure -1 considering the soil as Clay. Take qu = 50 kN/m².

Instructions: (i) Figures in the right margin indicate full marks. (ii) Each set of questions should be answered in sequence. (iii) Answer all questions Section-A 1. Determine the maximum column load that can be applied on a 1.5 m x 1.5 m square foundation placed at a depth of 1.0 m within a soil, where y =19.0 kN/m³, c'=10 kN/m² and o'= 24°. Allow a factor of safety of 3. 2. Determine the net ultimate bearing capacity of a mat foundation measuring 20m x 8m on a Saturated clay with Cu = 85 kN/m², ø'= 0 and Dr = 1.5 m. Sand with the allowable settlement is 50 mm, and Ngo = 10. Section-B 3. Determine the maximum load that can be allowed on a 45cm x 45cm diameter bored pile shown in Figure-1 allowing a factor of safety of 3. Take SPT value at the bottom of pile 40. Sand y = 17.0 kN/m³ 4' = 31° 8 m Sand 10 m Ysat = 19.0 kN/m³ d' = 33° Figure - 1 4. If the total service load on column is 800 kN, calculate the number of piles required to carry the column load for the problem of question-3. Also check for group action. Draw necessary sketch. 5. Calculate the allowable capacity of the pile shown in Figure -1 considering the soil as Clay. Take qu = 50 kN/m².

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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