Design Suitable Rectangular Footings Design For L B 1 6 For The Below Problem Note All Loads Are Concentric On Colum 1 (29.81 KiB) Viewed 21 times
Design Suitable Rectangular Footings Design For L B 1 6 For The Below Problem Note All Loads Are Concentric On Colum 2 (35.07 KiB) Viewed 21 times
Design Suitable Rectangular Footings Design For L B 1 6 For The Below Problem Note All Loads Are Concentric On Colum 3 (32.15 KiB) Viewed 21 times
Design suitable Rectangular footings design for L/B = 1.6 for the below problem. Note: all loads are concentric on column. Footing Data fy = 60 ksi fe= 4.0 ksi 4a = 5.0 ksf (x,y) 21 x 21 in Column Data (Concrete) fy=60 ksi f'e = 3.5 ksi D.L. - 350 kips L.L. = 300 kips Rinforcement Bars 10 - # 10 Bars
A combined footing consists of four columns as shown in the figure, determine the width of the rectangular combined footing B. 1500 KN 2500 KM 3500 KN 4000 KN 2500 KN 12500 KM 15 -2.5 7.5 8 L-28m х
Determine the ultimate load capacity of the 800 mm diameter concrete bored pile given in the figure below. --0.8--- Clay Cu = 60 kN/m² y = 18 kN/m Sand $ = 30 Y = 20 kN/m 4m TOW.T - 6m 5m Clay Cu = 100 kN/m2 y=20 kN/m
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