A clay layer, 20 feet thick is covered by a 40 foot sandy gravel stratum with a porosity of 30%, and a dry unit weight of 103 pcf. Tests on the un-drained samples of the clay gave c = 2.9 psi, YSAT = 112 psf and o' = 24°. Find: (a) the soil shear strength s = c + c'tano' at the clay's midlevel (point A), and (b) the effective and total stress acting on the vertical face of a soil element at the clay midlevel (point A). d=13" Hj=40' SAND Ya = 103 pcf n = 30% c = 2.9 psi Ysat = l12 pcf o' = 24° H3=20' CLAY ROCK

What are Quantity Variations?

▪▪▪ Chrome File Edit View History Bookmarks Profiles Tab Window Help 50% DE520 X Micros X Typical X Section X Layout X how to x E Axial S x Answe × b Answer x Answe X с moodle.unitec.ac.nz/pluginfile.php/321615/mod_resource/content/16/DE5201%20Structures%201%20Assign%202%202022%20Quiz%20version.pdf Apps (5) YouTube (1) Facebook Course: ENGGDE... DE5201 Structures 1 Assign 2 2022 Quiz version.pdf 5 / 8 100% + | Question 1 2 For the truss shown below disregarding the weight of the structure: 20 kN !!! SVE bonding dood back 3 4 off 01 5 then MAY 30 45⁰ All vertical members 1.5 m long All horizontal members 3.0 m long not to scale a (a) Calculate the left and right support reactions for the truss. For the left hand side reaction, provide the magnitude and direction of the horizontal and vertical components. (b) Using the method of joints or method of sections, calculate the forces in the members a, b, c, d, e, f, and g. For non-zero forces, state tension or compression for each member. W…

Give the other name for phase construction?