Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Explain the Modification Factors for Inclined Foundation Base.
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- calculate the stress increase at 4 meters below the center of a 2 meter2 foundation imposing 293 KPa. Use the 60 degree approximation method.arrow_forwardA structural engineer wants to consider placing the base of the building so deep that the soil below will not experience any additional load. They asked you to design a fully compensated mat foundation under the entire building. They has determine that the plan view of the building will be 65 ft by 65 feet. and the building will weighs 10,790 kips. The clayey soil beneath the site has a cohesion of 418 psf and the unit weight of the soil is 118 pcf. How deep will they have to place the structure to fully compensate for the weight of the building.arrow_forwardFind the change in vertical stress at level 3m below the base of footing at Point A. It is to be assumed the thickness of both footings are the same. L1 = 2.5m L2 = 1.5m L3 = 4m L4 = 6m L5 = 7marrow_forward
- Why the effect of using higher bearing pressures on larger foundations requires careful consideration where settlement is important?arrow_forwardDescribe The horizontal component of an inclined load acts to slide the foundation.arrow_forwardThe type of foundation classified based on a. Length / Breadth Ratio b. Depth / Breadth Ratio O . Breadth / Depth Ratio d. Depth / Length Ratioarrow_forward
- Explain the two groups of deep foundation for toe bearing computations.arrow_forwardA square footing, 1.7 m x 1.7 m, is to be founded at a depth of 1.4 m below the ground surface of a deep clayey sand stratum. The saturated unit weight of the soil is 17 kN/m3. Based on drain triaxial tests, the soil parameters are c' = 7 kPa and ø' = 25°. The ground water table was found at the surface level. The foundation is to carry a permanent load of 280 kN and a variable load of 210 kN.arrow_forwardWhat are the different failure modes for footings on rock?arrow_forward
- 3. A vertical load of 155 kips is applied at the center of a footing 5 x 10 ft in plan. How much moment can the footing resist while before the soil pressure exceeds 5 kip/ft and a portion of the footing lifts off the ground?arrow_forwardPlease list the possible bearing capacity failure modes of the shallow foundation andtheir corresponding soil conditionsarrow_forwardWhat factors should we consider in selecting the material for deep foundations? For upvote. Thanksarrow_forward
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