2) Given the cross sectional area below. The horizontal neutral axis is 129.0mm from reference corner 1. The moment of inertia around this neutral axis is 1073352100.6mm. 1 30mm 2 30mm 30mm 3 4 300mm -300mm F100mm- 100mm - -200mm- -200mm- 400mm

Q: Determine maximum shear stress Rectangular section width=5 cm depth-10 cm.Shear force%3D11 N

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Q: 13.22 Consider the retaining wall shown in Figure 13.38. The height of the wall is 9.75 m, and the…

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Q: QUESTION # 01 Major Prinupal stress Minur principal shraes = 49.5 kN/m 99 KN m² %3D %3D Caleulate…

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Q: The maximum shear stress (kPa) is most * nearly 100 kPa 50 kPa -50 kPa 50 kPa 75 O 56 66 O E

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Q: 22/ F: = 15.52 mm* %3D10 KN Compute the shear at horizontal layer 20 mm

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Q: 2) Given the cross sectional area below. The horizontal neutral axis is 129.0mm from reference…

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Q: "Al' rod in which loading as shown, determine total axial elongation for given loading condition.…

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Q: Calculate the axial normal stresses in section 1 and 2. A (1) 30 kN (2) 10 kN = 20 mm d, = 15 mm %3D

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Q: . Calculate the vertical effective stress in kpa at 5m depth, assume y, = 26.5 kn/m³and that the…

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Q: Situation 2: The section shown carries a shear force of 300 kN. 255 mm 20mm 330mm 15mm - 20mm 3.…

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Q: 2) Given the cross sectional area below. The horizontal neutral axis is 129.0mm from reference…

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Q: Q2: Find the increase of the vertical total stress, and total stress at point Z. 02 N/m Q1…

A: Given data- Q1=2100 KN/m/meter Q2=10500 KN/m z=3 Dry unit weight of soil = 16.32 KN/m3

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Q: 2) Given the cross sectional area below. The horizontal neutral axis is 129.0mm from reference…

A: Solution:

Q: to ? t Edit & 12. What is the vertical effective stress at point, X in the soil profile given below?…

A: given- unit weight of water (γw)=62.4 pcf for depth=12 ftunit weight of loose water (γsat)=115 pcf…

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Q: 1 30mm 2 30mm 3 30mm 4 300mm -300mm F100mm- 100mm - -200mm- -200mm- 400mm 5 50mm a) Draw the shear…

A: A1 = 30×200+200+50 = 13500 mm2 & Y1 = - 302 = -15 mmA2 = 30×100+100+50 = 7500 mm2 & Y2 = -…

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Planar Stresses