SITUATION. In a consolidated drained tri-axial test on a normally consolidated clay soil with a deviator stress of 152 kPa was required to fail the sample when the confining pressure was 70 kPa. Suppose that after consolidation under the 70 kPa confining pressure, the sample is placed in an unconfined compression apparatus and tested. Determine the resulting shear strength. 65 kPa 60 kPa 71 kPa

Q: Use the unit load method to calculate the vertical displacements at the quarter and mid-span points…

A: The given figure is shown below:

Q: what is force in FG

A: Given data in question  Force 60 kips Span 16 m Height 15 m To find out  Member force in FG

Q: What is the Ix and Iy of the cross-section in mm4

A: Given: Required : Ix and Iy of the cross-section in mm4

Q: Step 5 incomprehensiable

A: In the step 5Settlement can be calculated using as below

Q: show the (c)

A:

Q: "There are 33 dowels - 10M, each measuring 1110 mm, in a continuous concrete footing. What is the…

A: Length of one dowel = 1110 mm                                        =1.11 m  Total no of dowel = 33…

Q: The web thickness of lightest WT shape is?

A: As per the AISC steel construction manual  The web thickness of lightest WT shape is  =  1/10 inch…