A square foundation in a sand deposit measures 1.22 m x 1.22 m in plan. Given: D = 1.52 m, soil friction angle d' 35°, and unit weight of soil = 17.6 kN/m³. Estimate the ultimate uplift capacity of the foundation. For your information: TABLE 7.5 Variation of K., m, and (D₁/B)cr Soil friction angle, o' (deg) 20 25 30 35 40 45 Ku 0.856 0.888 0.920 0.936 0.960 0.960 m 0.05 0.10 0.15 0.25 0.35 0.50 (D₁/B) for square and circular foundations 2.5 3 4 5 7 9 F = 1+2 [1 + m ( ² ) (²2) K₂² Qu = FayADj K,, tan o'

A square foundation in a sand deposit measures 1.22 m x 1.22 m in plan. Given: D = 1.52 m, soil friction angle d' 35°, and unit weight of soil = 17.6 kN/m³. Estimate the ultimate uplift capacity of the foundation. For your information: TABLE 7.5 Variation of K., m, and (D₁/B)cr Soil friction angle, o' (deg) 20 25 30 35 40 45 Ku 0.856 0.888 0.920 0.936 0.960 0.960 m 0.05 0.10 0.15 0.25 0.35 0.50 (D₁/B) for square and circular foundations 2.5 3 4 5 7 9 F = 1+2 [1 + m ( ² ) (²2) K₂² Qu = FayADj K,, tan o'

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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A MarketV X bg Isaac Fra X com/course.html?courseld=172779808OpenVellumHMAC=83742633e6e9579bef30313512e3229e#10001 身口 M Review Part A A paper tube is formed by rolling a cardboard strip in a spiral and then gluing the edges together as shown in (Figure 1). The paper is 1.0 mm thick and the tube has an outer diameter of 100 mm. Determine the shear stress acting along the seam, which is at 50° from the horizontal, when the tube is subjected to an axial compressive force of 200 N. Express your answer to three significant figures and include appropriate units. HA Tz'y = Value Units Submit Request Answer Figure 1 of 1 < Return to Assignment Provide Feedback 40° 200 N 200 N 100 mm P Pearson 11:05 F Copyright © 2022 Pearson Education Inc. All rights reserved. | Terms of Use | Privacy Policy I Permissions | Contact Us | 5/5/20 58°F Mostly cloudy