Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:7.
50'-0"
25'-0"
X
2'-6"
Footing cross section
a. THREE DIMENSIONS: If this slab has a continuous (2'-6" wide x 1'-6" deep) footing around its perimeter, what is
the volume of the footing in cubic feet?
b. THREE DIMENSIONS: If this slab has a continuous (2'-6" wide x 1'-6" deep) footing around its perimeter, what is
the volume of the footing in cubic yards?
C. TWO DIMENSIONS: If we were going to build a 4' high wall around the perimeter, what would the square
footage of the wall be?
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- Q2. If you were, ask to concrete 2mx2m foundation of 400mm depth with column of 300mm x 200mm and 1500mm height and you need to list all the WBS for such footing. Answer the flowing: 1. Sketch this footing using scale 1:100 fuorlearrow_forwardonly HANDWRITTEN answer needed ( NOT TYPED)arrow_forwardDefine FOOTINGS ON FROZEN SOILSarrow_forward
- A 3 m square footing supports a vertical column load of 200 kN and two moment loads with axes parallel to the sides of the footing, each having a magnitude of 124 kN-m. The embed-ment of the footing is 1 m, and the groundwater table is at a great depth. Determine whether eccentric loading requirements will be met. If these requirements are not met, determine theminimum footing width, B, needed to satisfy these requirements.arrow_forwardCalculate the ultimate bearing capacity considering the following: A strip footing, 2 meters wide A square footing 3m by 3m A circular footing 3m in diameter. All footings are located at the ground surface and groundwater level is at the ground surface. The soil is coarse grained with saturated unit weight of 19.8 kn/m3 and angle of internal friction of 25 degrees.arrow_forwardDevelop a spread sheet to compute allowable total vertical column loads using the ASD methodand factored ultimate vertical column loads using LRFD. The spreadsheet should consider onlyvertical loads on a square or continuous footing bearing on single uniform soil. It should allowthe input of footing width, depth, water table depth, soil strength parameters, a factor of safetyfor ASD, and a geotechnical resistance factor for LRFD. It should compute the bearing capacitybased on both Terzaghi’s and Vesic ́’s methods.arrow_forward
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