50'-0" 25'-0" C. 2'-6" Footing cross section -6 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? TWO DIMENSIONS: If we were going to build a 4' high wall around the perimeter, what would the square footage of the wall be?

50'-0" 25'-0" C. 2'-6" Footing cross section -6 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? TWO DIMENSIONS: If we were going to build a 4' high wall around the perimeter, what would the square footage of the wall be?

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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Q1/ For the plan shown below; determine quantity of foundation only for masonry in cement mortar with width of 0.6m, by Long wall - short wall method. 3.20 3.70 0.60 1.70- 3.10 0.90 -1.95- Figure 1: Plan of the house -3.60 0.30- 3.00 0.45- GL 0.60- -0.20 -0.10 0.10 0.60 Masonry in 0.50cement mortar 0.30Lean concrete 10.90 Figure 2: Cross section of the foundation and wall of the Figure 1
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only HANDWRITTEN answer needed ( NOT TYPED)
Define FOOTINGS ON FROZEN SOILS
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Calculate 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.
Develop 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.
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