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## A cantilever beam is 4 m long and carries a point load of 5 kN at the free end. The flexural stiffness is 53.3 MNm^2.

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Determine the slope and deflection at the free end.

## A cantilever of 3 m span carries a uniformly distributed load of 5 kN per meter length over the entire span.

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Determine the deflection at the free end. E = 200 GPa and I = 80 x 10^6 mm^4.

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## A rectangular beam 100 mm wide and 250 mm deep is subjected to a maximum shear force of 50 kN.

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Determine; i. Average shear stress ii. Maximum shear stress, and iii. Shear stress at a distance of 25 mm above the neutral axis.

## A pad foundation is required to support a single square column transferring an axial loads only.

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Using the data provided: i. Determine a suitable base size, ii. Check the base with respect to: bending and designing suitable reinforcement where necessary. Design Data:  Characteristic dead load on column ;                          ...

## A reinforced concrete beam has a rectangular section of breadth (b) = 250 mm and effective depth (d) = 500 mm. It has to carry a design moment of 305 kNm and fcu=25 N/mm2 and fy=460 N/mm2.

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Prove that the compression reinforcements are required or not. If required, find out the number of 16mm diameter steel bars that will be required as compression reinforcements. The distance of the center of the compression reinforcements from the compression concrete surface may take as ...

## A simply supported rectangular beam of 6m span carries a characteristic dead load (gk) including self-weight of the beam and imposed load (qk) of 8 kN/m and 6 kN/m respectively.

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Calculate the area of reinforcements required by assuming fcu = 30 N/mm2 and fy = 460 N/mm2 and beam dimensions as breadth (b) = 225 mm and effective depth (d) = 425 mm.

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