In the following photo, identify the type of footing that is being installed. Photo A: Photo A: Hollywood hills residence Note the slop of the hill and temporary tubes that are provided for pouring concrete. Isolated column footing Continuous wall footing Drilled pier Driven pile None of the above

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By using Ultimate Strength Design Method, design the slab showing in the figure below for the following data:- WL-1.5 kN/m, Tiles-1 kN/m, earth filling= 2 kN/m, F,-40OMPA, f-30MPa. Use Ø10 mm steel bars reinforcement. Beam (400X300)mm 8m 18m

Given: A "shovel" footing that is 8" deep and 8" wide on the bottom with sides that slope out at a 450 angle. Calculate the CY of concrete necessary to fill this footing if it is 37'-5" long. 22.

A test plate 30 cm x 30 cm resting on a sand deposit settles by 10 mm under a certain loading intensity. A footing 150 cm x 200 cm resting on the same sand deposit and loaded to the same load intensity settles by (a) 2.0 mm (b) 27.8 mm (c) 30.2 mm (d) 50.0 mm

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Define seismic factors in pile foundation construction.

7. A continuous strip footing bears on sand with groundwater one-half the footing width below the base of the footing. Which of the following changes will Increase the allowable bearing pressure? D B/2 PFT B SAND A) Embedment depth remains D, but the footing width is decreased. B) Embedment depth remains D, but the groundwater is raised to B/4 below the base of the footing. C) Embedment depth and groundwater remain D and B/2, but the unit weight of the sand is increased. D) Groundwater remains at B/2 below the base of the footing, but the embedment depth is decreased.

Determine the number of linear feet of forms needed for the continuous footing shown in figures 11.38 and 11.39

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