Principles of Foundation Engineering, SI Edition
9th Edition
ISBN: 9781337672085
Author: Das, Braja M., SIVAKUGAN, Nagaratnam
Publisher: Cengage Learning
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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, SI Edition
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_forwardA steel plate 2.5 m x 1.6 m x 100 mm thick is to be hoisted by a steel cable sling as shown in the figure. Assume the steel weighs 77.3 kN/cu.m. Determine the shear stress (MPa) in the 16 mm diameter pins through the clevis The correct answer is 45.33. Show solution.arrow_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
- Numerical analysis G=5 N=35arrow_forwardPlease answer with complete free diagrams, etc..arrow_forwardA 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_forward
- Numerical analysis G=5 N=35arrow_forwardThe beam shown has a rectangular cross section with a depth h = 240 mm. Determine the width b of the section if the material has ultimate normal stress of 100 MPa and the safety factor is F.S 1.8. 60 kN/m 70 kN-m 2 m 2 m A B Carrow_forwardA. Calculate for the shear Force in kN at member ED of the frame shown in figure 1 using Portal Method. Enter absolute value and use 2 decimal places in your solution. B. Calculate for the shear Force in kN at member FC of the frame shown in figure 1 using Portal Method. Enter absolute value and use 2 decimal places in your solution. please help thank youarrow_forward
- CEN-333 Geotechnicalarrow_forwardTwo vertical forces are applied to a beam of the cross section shown. Determine: (a) the maximum tensile and compressive stresses (b) Plot the shear stress distribution occurring on the section. 20 kN 4 kN/m 200 mI 15 kN/n 25 mm 25 mu- 150 mm |D B 25 шш 2 m Im 100 mmarrow_forwardFrom the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa) Properties: Beam width = 274 mmBeam height = 419 mmWLL = 8.86 kN/mWDL = 12.6 kN/mPu = 7 kNSpan of the beam = 8 mPrestressing force = 399 kNeccentricity = 127 mmarrow_forward
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