Principles Of Foundation Engineering 9e
9th Edition
ISBN: 9781337705035
Author: Das, Braja M.
Publisher: Cengage,
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Chapter 18, Problem 18.17P
To determine
Find the ultimate holding capacity of the anchor in sand.
Find the anchor displacement.
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Chapter 18 Solutions
Principles Of Foundation Engineering 9e
Ch. 18 - Refer to Figure 18.9. A cantilever sheet pile is...Ch. 18 - Prob. 18.2PCh. 18 - Prob. 18.3PCh. 18 - Refer to Figure 18.13. Given L1 = 1.5 m, L2 = 3 m;...Ch. 18 - In Problem 18.4, find the maximum bending moment...Ch. 18 - Prob. 18.6PCh. 18 - Prob. 18.7PCh. 18 - Prob. 18.8PCh. 18 - Refer to Figure 18.23. Given L1=3m, L2=6m,...Ch. 18 - Prob. 18.10P
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- A 2.4 diameter steel molding is lifted by 4 steel cables as shown. The mold weighs 3 kN/m. (a) what is the required diameter of wire that will not exceed the allowable stress of 120 MPa. and (b) if the wire diameter increase by 20%, find the vertical displacement of the molding.arrow_forwardSolve using VIRTUAL WORK METHODarrow_forwardEx3: 50, 100, and 150 kN point loads are applied at Points A, B, and C, respectively, on the ground surface as seen in the figure. Compute the vertical stress increment under Point D down to the depth z = 20 m. 7.5 m 150 kN 50 kN 2m 5 m (Plane view) 100 kN 3 marrow_forward
- The bent bar shown is subjected to 3 forces shown. Replace these forces with an equivalent couple M and single force F at point A. Show solution to answers M = 21.8 kN-m, cw Fv = 12.03 kN, D FH = 1.60 kN, Rarrow_forwardNumerical analysis G=5 N=35arrow_forwardProblem 6: For the beam illustrated in the figure, find the locations and magnitudes of the maximum ten- sile bending stress due to M and the maximum shear stress due to V. Dunblom 7. 1.5 kN 0.6 m 2 kN/m A 40-mm-dia. shaftarrow_forward
- A simply supported rectangular beam of length 6.45m has a width of 437.5 and an effective depth of692.5. The beam is to be reinforced using 12 ?? bars. The beam supports service dead loads of31 kN/m and 39.5kN/m., respectively. 1. Calculate the ultimate moment capacity of the beam.2. Calculate the height of the equivalent stress block.3. Determine the number of bars required for this beamarrow_forwardFor the beam shown, determine the support reactions and draw the stress diagrams. shear and bending moment. EI is constant. The rigth answer is: VA = 1.3 kN (↑); HA = 0 kN; MA = 4.40 kN.m (clockwise); VB = 51.20 kN (↑). I don't know how to get these results, please show how, step by step.arrow_forwardNumerical analysis G=5 N=35arrow_forward
- Question 03: Determine the normal stress and draw the stress diagram of the beam at a point 1 m from the left support. 1.0m 20KN/M D ↓ ↓ ↓ ↓ J J 2.0m 1=225x106mm² Bean depth = z 300mmarrow_forwardA short rectangular post supports a compressive load of P = 210 kN as shown. A top view of the post showing the location where load P is applied to the top of the post is also shown. Determine the vertical normal stress at corner d of the post. -9.14 MPa -15.12 MPa -11.20 MPa -12.06 MPa -14.02 MPaarrow_forwardPlease do fastarrow_forward
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