- 8 300 Problem 2 50 230 160 16x30 Ain Column Of The Frame Shown Below Is Subjected To An Axial Load Po 700k And Mit Du 1 (20.26 KiB) Viewed 28 times
8 300 Problem 2 (50%) 230 160 16x30 Ain column of the frame shown below is subjected to an axial load Po 700k and Mit du
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8 300 Problem 2 (50%) 230 160 16x30 Ain column of the frame shown below is subjected to an axial load Po 700k and Mit du
8 300 Problem 2 (50%) 230 160 16x30 Ain column of the frame shown below is subjected to an axial load Po 700k and Mit due to dead load and an axial load P-kind moment M. - 110 k. It doe to live load. The base of the footing is 4-st below final grade. Design the footing rising teksi, 540 ksi, and allowable soil pressure of 4 ksi. The weight of the soil is pel. Use normal weight concrete 18 pef. The long side of the column is in the same direction as long side of the footing Note the thickness of the footing cannot exceed 2-11, the length 11-tt, and the width 10-11 > 240
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