Water emerges from an ogee spillway with velocity 13.72 m/s and depth = 0.3 m at its toe. The tail water depth required to form a hydraulic jump at %3D %3D the toe is (a) 6.48 m (c) 3.24 m (b) 5.24 m (d) 2.24 m

Q: identify any zero force members

A: There is force at joint where two members are connecting.

Q: What the deviator stress?

A: The deviator stress can be defined as it is the difference between the principal major and minor…

Q: Give details of JPCP, JRCP, and CRCP with necessary figures.

A: In pavement construction, three different concrete pavement design types are commonly used: Jointed…

Q: Use the unit load method to calculate the vertical displacements at the quarter and mid-span points…

A: The given figure is shown below:

Q: QC is part of the QM process, is primarily concerned with process control during construction, and…

A: Solution:  The correct option to above question is option A

Q: ■ Determine the maximum T of the structural arrangement as shown below (S275). T 25 25 25 25 25 水 41…

A:

Q: There are support reactions Ay and By which both equal 3.5kN going upwards.

A:

Q: [(2x - (2x - x²) sin x dx

A: Given: Expression for integration

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.