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(a) Design (determine only B and L) a rectangular footing for the conditions in the figure below and using the assigned data given in the table (Note: Refer to a rectangular combined footing from the textbook Chapter 10.2 (8.2 for 8th Ed)). L Section B- quetiali/unit length Property- B Plan line Figure 1. Concept of a rectangular combined footing Load Load Spacing Location of the Allowable soil fe' fy (Q.) (Q2) (L3) Property Line (L2) pressure (qalu) 480 kN 570 kN 4.5 m 1.5 m 21 MPa 400 MPa 175 kPa

(a) Design (determine only B and L) a rectangular footing for the conditions in the figure below and using the assigned data given in the table (Note: Refer to a rectangular combined footing from the textbook Chapter 10.2 (8.2 for 8th Ed)). L Section B- quetiali/unit length Property- B Plan line Figure 1. Concept of a rectangular combined footing Load Load Spacing Location of the Allowable soil fe' fy (Q.) (Q2) (L3) Property Line (L2) pressure (qalu) 480 kN 570 kN 4.5 m 1.5 m 21 MPa 400 MPa 175 kPa

Structural Analysis
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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(a) Design (determine only B and L) a rectangular footing for the conditions in the figure below and using the assigned data given in the table (Note: Refer to a rectangular combined footing from the textbook Chapter 10.2 (8.2 for 8th Ed)). L Section B- quetiali/unit length Property- B Plan line Figure 1. Concept of a rectangular combined footing Load Load Spacing Location of the Allowable soil fe' fy (Q.) (Q2) (L3) Property Line (L2) pressure (qalu) 480 kN 570 kN 4.5 m 1.5 m 21 MPa 400 MPa 175 kPa
Transcribed Image Text:(a) Design (determine only B and L) a rectangular footing for the conditions in the figure below and using the assigned data given in the table (Note: Refer to a rectangular combined footing from the textbook Chapter 10.2 (8.2 for 8th Ed)). L Section B- quetiali/unit length Property- B Plan line Figure 1. Concept of a rectangular combined footing Load Load Spacing Location of the Allowable soil fe' fy (Q.) (Q2) (L3) Property Line (L2) pressure (qalu) 480 kN 570 kN 4.5 m 1.5 m 21 MPa 400 MPa 175 kPa
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