How2.5PCKN/m)8mFind the value of Pifmaxtensile stressesis not e ceeding Hompa20206030and Comporsive stresses is not exceeding tompa?axceeding

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Answered: How 2.5PCKN/m) 8m Find the value of P…

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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etermine e Strain i dtuss in 20N/m and E5O Nem?
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From the given profile levelling notes: STA BS FS IFS ELEV BM1 0.95 225.54 3.13 2.34 TP1 3.13 0.64 2.72 4 2.81 3.19 6. 0.55 7 0.85 ТР2 2.16 1.28 8. 0.99 9 1.23 10 21.7 11 2.83 ТРЗ 0.82 2.37 ТР4 1.35 3.54 12 3.66 BM2 1.24 a. What is the difference in elevation between 5 and 2? b. Calculate the elevation of TP2. c. Calculate the elevation of BM2.
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The results of a CPT test performed for a commercial site are presented in the image (You already classified the soil layer in homework #2). The layer soil type is shown by the legend and corresponding numbers in the figure. A strip footing with a size of 3x30 is built on the surface of the mentioned strata. A 300 kN/m load is acting on the footing. Use Schmertmann's method to compute the settlement of this footing 1 year after construction and 30 years after construction. Please show your calculation for at least one layer if you want use excel software for this problem. For easier calculation use E₂ = 39c- • • Neglect the foundation weight. • Assume the layers are in dry condition. Use unit weight as table below. Layer No. 1 2 3 4 5 6 7 Unit weght kN/m3 17 17 19 18 18.5 18 18
Determine relation at A and B of the following figure
Asap please just show the solutions of Rby, Rbx, and Mb. Thank you
FBD 3.0414 0.5 3 3.9051 2.5 3.9051 2.5 FAB=126.53 FBE FBE=18KN МЕТHOD OF JOINT 3.
Complete the table asap with clear and complete solutions.thank you!
kindly please help me answer this question, please be accurate and detailed when it comes to the solution. thank you.

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How 2.5PCKN/m) 8m Find the value of P if max tensile stresses is not e ceeding Hompa 20 20 60 30 and Comporsive stresses is not exceeding tompa? axceeding