Calculate the maximum deflection at the free end of a cantilever beam of length $4$ meters subjected to a uniformly distributed load of $10$ kN$/$m$.$

Design a reinforced concrete column to support a load of $1000$ kN$.$ Use concrete with compressive strength

$$

$$

$$

$=$

$30$

f

c

$$

$=30$ MPa and steel with yield strength

$$

$$

$=$

$400$

f

y

$=400$ MPa.

Determine the ultimate bearing capacity of a square footing with dimensions $3$ meters by $3$ meters, founded on a cohesive soil with undrained shear strength of $200$ kPa.

Calculate the shear force and bending moment at a section $2$ meters from the left support of a simply supported beam with a point load of $20$ kN at the right end.

Determine the diameter of a circular pipe required to convey a flow rate of $0\mathrm{.}5$ m$^3/$s of water at a velocity of $2$ m$/$s$.$

Perform a slope stability analysis using the Bishop's method for a soil slope with the following parameters: slope angle $=30$ degrees, cohesion $=10$ kPa, and unit weight of soil $=18$ kN$/$m$^3.$

Design a simply supported steel beam to support a uniform load of $50$ kN$/$m over a span of $8$ meters. Use steel with yield strength

$$

$$

$=$

$250$

f

y

$=250$ MPa.

Calculate the active earth pressure exerted on a vertical retaining wall with a smooth surface, assuming a soil unit weight of $18$ kN$/$m$^3$ and a backfill angle of repose of $30$ degrees.

Determine the ultimate bearing capacity of a single pile with a diameter of $0\mathrm{.}5$ meters founded in a sandy soil with a cohesion of $5$ kPa and an effective unit weight of $16$ kN$/$m$^3.$

Design a reinforced concrete slab of dimensions $6$ meters by $6$ meters to support a floor live load of $5$ kN$/$m$^2.$ Use concrete with compressive strength

$$

$$

$$

$=$

$25$

f

c

$$

$=25$ MPa and yield strength of steel

$$

$$

$=$

$400$

f

y

$=400$ MPa.

What is linked list and how it's different from array