2.00 1.00 2.00 1.00 10 KN/m F B 5 KN/m 85° E

Q: The head of water over an orifice of diameter 100 mm is 5 m. The water coming out from orifice is…

A:

Q: Assuming the conduit in the figure is a 36” wrought iron pipe flowing full, and that the outlet is…

A: Given wrought iron, the friction factor will be = 0.008Diameter of the pipe  = 36 '' It is asked to…

Q: 20 kN 15 kN/m 10 kN/m 3 6 3 + [m]

A: Step 1:1. Problem Description:Point Load: 20 kN at the left end of the beam.Uniform Distributed…

Q: DEPENDENT/RELATIVE MOTION Block A is moving downward with a velocity of 5 m/s. How fast is Block B…

A: Velocity of block A=5 m/s   Now considering a free body diagram of the system of pulley as shown…

Q: 7.6 For the following consolidated drained triaxial tests on a clay, draw a p' versus q' diagram and…

A: Given data:Testp' (kN/m2)q' (kN/m2)128.7535.46238.3337.38373.7949.834101.664.25134.276.7Stress parth…

Q: A roofer tosses a small tool to the ground. What minimum magnitude vo of horizontal velocity is…

A:

Q: 70 kips/ft 350kips-ft OB C A 3' 6' 3' 3'

A:

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.