A strap footing consists of two footings connected by strap beam. Allowable soil pressure is 450 kPa. Footingthickness is 600mm and the bottom of the footing is 1.5m below the ground. Assume soil weight to be 19Kn/m3 and concrete weight to be 24 Kn/m³. Use f'c = 20.7 Mpa and fy = 414 Mpa. Use 1.2DL + 1.6LL. gog =galow - footing weight – soil weight.DL = 275 kNLL = 400 kNDL = 600 kNLL = 500 kN4.8 m400 x 400column400 x 400column1.2 m1.2 ma) Calculate the footing dimensions. (Size is in multiples of 100 mm)b) Draw the Shear and Moment Diagram on the Longitudinal Direction. Show the maximum shear andmoment.

Column size 400x400 qall = 450KPa

A strap footing consists of two footings connected by strap beam. Allowable soil pressure is 450 kPa. Footing thickness is 600mm and the bottom of the footing is 1.5m below the ground. Assume soil weight to be 19 Kn/m3 and concrete weight to be 24 Kn/m3. Use f'c 20.7 Mpa and fy = 414 Mpa. Use 1.2DL + 1.6LL. goes = Gallow - footing weight - soil weight. DL = 275 KN LL - 400 kN DL = 600 kN LL = 500 kN 4.8 m 400 x 400 column 400 x 400 column 1.2 m 1.2 m a) Calculate the footing dimensions. (Size is in multiples of 100 mm) b) Draw the Shear and Moment Diagram on the Longitudinal Direction. Show the maximum shear and moment.

A strap footing consists of two footings connected by strap beam. Allowable soil pressure is 450 kPa. Footing thickness is 600mm and the bottom of the footing is 1.5m below the ground. Assume soil weight to be 19 Kn/m3 and concrete weight to be 24 Kn/m3. Use f'c 20.7 Mpa and fy = 414 Mpa. Use 1.2DL + 1.6LL. goes = Gallow - footing weight - soil weight. DL = 275 KN LL - 400 kN DL = 600 kN LL = 500 kN 4.8 m 400 x 400 column 400 x 400 column 1.2 m 1.2 m a) Calculate the footing dimensions. (Size is in multiples of 100 mm) b) Draw the Shear and Moment Diagram on the Longitudinal Direction. Show the maximum shear and moment.

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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