Problem 3: Determine the maximum normal stress of the 26 mm diameter steel rod. Answer: omax = 1.46 MPa 600 mm B 400 mm 1 50 kN 50 KN 40 kN

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A: Given: a=14 mm b =113 mm c=18 mm d =49 mm h=99 mm w=14 mm Required: x and y coordinate of centroid…

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A: Given Data - F = 5 KN a = 0.5 m b = 4 m c = 2 m d = 1 m Find out -  The Couple Moment ?

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Q: 300 30 14 1500 40 600.

A: Plastic Neutral Axis devide the entire cross-section into two equal area.

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A: Water is goes inside the soil through pores of the soil and take place in soil void by replacing the…

Q: y y = a√bx C- CC x BY NC SA 2016 Eric Davishahl Values for dimensions on the figure are given in the…

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A: Maximum moment (Mmax) = 40 KNm = 60 × 106 N•mm To find:the maximum flexural stress.

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Q: DEFLECTION AT POINT C IN mm Your answer DEFLECTION AT POINT B IN mm Your answer SLOPE AT POINT D…

A: EI = 80x103 N/mm2 x 154 x 106 mm4         = 12320 x 109 Nmm2          = 12320 KNm2

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Q: e centroid (7, g) of the area shown. passes through the centroid.

A: Given:- a = 32 mm b = 13 mm c = 16 mm d = 57 mm

Q: roid (7, g) of the area showr

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Q: b=480mm d=700mm fc'=30MPA fy=400MPA Mu=1430kN-m Determine As A. USE NSCP 2015, As = sq.mm. B. USE…

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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.