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Column axial loads: D = 502KN L= 369 kN E = 210 kN At ultimate condition: Case 1: 1.2D + 1.6L Case 2: 1.2D + E + L 1. Determine the required nominal beam shear strength (MPa). 2. Determine the required nominal punching shear strength (MPa). 3. Determine the minimum required nominal flexural strength (kN-m) of the footing.

Column axial loads: D = 502KN L= 369 kN E = 210 kN At ultimate condition: Case 1: 1.2D + 1.6L Case 2: 1.2D + E + L 1. Determine the required nominal beam shear strength (MPa). 2. Determine the required nominal punching shear strength (MPa). 3. Determine the minimum required nominal flexural strength (kN-m) of the footing.

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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Column axial loads: D = 502KN L= 369 kN E = 210 kN At ultimate condition: Case 1: 1.2D + 1.6L Case 2: 1.2D + E +L 1. Determine the required nominal beam shear strength (MPa). 2. Determine the required nominal punching shear strength (MPa). 3. Determine the minimum required nominal flexural strength (kN-m) of the footing.
Transcribed Image Text:Column axial loads: D = 502KN L= 369 kN E = 210 kN At ultimate condition: Case 1: 1.2D + 1.6L Case 2: 1.2D + E +L 1. Determine the required nominal beam shear strength (MPa). 2. Determine the required nominal punching shear strength (MPa). 3. Determine the minimum required nominal flexural strength (kN-m) of the footing.
The footing shown with an overall dimension of 3m x 4.5m x 0.8m is loaded with a 600KN dead load and 630kN live load. The column is 0.6m square. The piles are 0.4m in diameter and are spaced at 1.0m on centers. U=1.2D+1.6L.
Transcribed Image Text:The footing shown with an overall dimension of 3m x 4.5m x 0.8m is loaded with a 600KN dead load and 630kN live load. The column is 0.6m square. The piles are 0.4m in diameter and are spaced at 1.0m on centers. U=1.2D+1.6L.
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