8 kip 120 kip-ft D B) vc vp 20 ft 10 ft- (a) 8 kip 120 kip-ft | 6 kip kip х 10 ft 30 ft

Q: a) Using Macauley's Method, calculate a general expression in terms of Young's Modulus, E, and…

A: Find: Macauley's method (a) Expression for deflection (b) Deflection at 1.1 m from left hand side…

Q: Calculate the deflection at the center of the beam in terms of EI using the Macaulay method.

A: According to the Macaulay’s method,

Q: E=160 GPa I= 65.0*106mm4 What is the slope and deflection at the end of the beam?

A: Given,

Q: 1.5 k/ft 30 k A D В C -6 ft 4 ft- +5 ft- El = constant

A: Given:-  A simply supported beam is given with pin support at point A and roller support at point D.…

Q: Determine the horizontal deflection at | in terms of El for the frame shown. 60KN 2n 3m E 21 2m 20KN…

A:

Q: beam of length 6m is supported at its ends and carries UDL 0f intensity (25+33 kN/m) as shown in…

A: Solution; Given data; The length of beam AB is given as 6 m. But the sum of AB, CD, DB is 8 m. So,…

Q: We are given the structure in Fig. 2. We are also given that the beam is made of a material with E =…

A: For the given loading condition first draw the SFD and BMD of the beam:

Q: A uniform beam of length L embedded at its left end and free at right end and · 00571 carries a…

A:

Q: The cantilevered handle shown here is made from mild steel. Let Fy=300 lbf and Fx= F₂ = 0. The part…

A: The given figure is shown below:

Q: 20KN 5m 5 m 成A

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.