Estimate the width (B) of the rectangular combined footing shown in figure, then find the following: 1. The thickness (t) of the footing from wide beam shear. 2. The pressure, shear and moment diagrams. 3. The steel required in long direction. Use: qu 150 kN/m, fe= 25, MPa, f, - 400 MPa, L.F. = 1.5, columns dimensions (0.4 x 0.4) m. 1000 kN 1500 kN 1.8 m 12 m 6.0 m

Structural Analysis
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Chapter2: Loads On Structures
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Estimate the width (B) of the rectangular combined footing shown in figure,
then find the following:
1. The thickness (t) of the footing from wide beam shear.
2. The pressure, shear and moment diagrams.
3. The steel required in long direction.
Use: q = 150 KN/m, fe= 25, MPa, f, 400 MPa, L.F. = 1.5, columns
dimensions (0.4 x 0.4) m.
1000 kN
1500 kN
12 m
6.0 m
1.8 m
Transcribed Image Text:Estimate the width (B) of the rectangular combined footing shown in figure, then find the following: 1. The thickness (t) of the footing from wide beam shear. 2. The pressure, shear and moment diagrams. 3. The steel required in long direction. Use: q = 150 KN/m, fe= 25, MPa, f, 400 MPa, L.F. = 1.5, columns dimensions (0.4 x 0.4) m. 1000 kN 1500 kN 12 m 6.0 m 1.8 m
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