30 kN/ - 6 m

Q: A uniform elastic rod of length 4L and constant cross-section, is fixed at its left end as shown in…

A: For an uniform elastic rod of constant cross section,Length : 4LAn axial force P is acting at the…

Q: There is a beam as shown in the figure below, and the flexural stiffness of the beam section is…

A:

Q: For certain values of w and P, the maximum positive bending moment in the beam is +7044 lb-ft, and…

A: Here,                M = 7044 lb.ft                 Iz  = 18.3990 in4 For positive bending moment,…

Q: Using Method of Consistent Deformation ,Determine the reactions at the supports. The moment of…

A: Modulus of elasticity(E)=29x103 ksi, The length of the span AB(LAB)=18 ft, The length of the span BC…

Q: Figure below shows a uniformly tapering bar of rectangular cross-section of length L and thickness…

A: For uniformly tapering bar of rectangular cross section,

Q: If the beam is subjected to a bending moment of M = 5 kN # m, determine the bending stress developed…

A: The bending stress is the normal stress to the point when it subjected to the huge load, the…

Q: The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and…

A: As given in the question :-  Aluminium E = 70 GPa A aluminium = 500 mm2 Steel E = 200 GPa  Asteel=…

Q: 600 lb 600 lb Do 600 lb 300 lb B 300 lb 6 ft F H AQ C E G 6 ft 8 ft -8 ft 8 ft 8 ft 8 ft→ Analyze…

A:

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.