beam of length 6m is supported at its ends and carries UDL 0f intensity (25+33 kN/m) as shown in fig. Calculate the deflection of the beam at a distance of 3m from left end. Also calculate the position of maximum deflection as well as value of maximum deflection. Take E = 2x105N/mm2 and I = 4x108mm4

Q: Determine the deflection at midpoint between the supports A and B for the beam loaded as shown in…

A: ##Calculation of deflection at  Mid point of A and B support using Unit load method ####

Q: 10 kN/m 25 kN m A E B IC 1 m 1m 3 m 2 m Fig. P4.31 DEFLECTIONS IN BEAMS USING DOUBLE INTEGRATION…

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Q: Question 5 For the cantilever beam and loading shown in Fig. Q5, determine the deflection at B and…

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Q: Q3 Analyse the frame shown in figure below by slope deflection method and draw BMD and SFD.

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Q: 1 t/m - 3m Fig. 1.112 4mt 6m Fig. 1.113 3t/m (2) Using the double integration method, derive the…

A: EI = Elastic modulus = 5000m 2t The double-integration method of determining the equation of the…

Q: Calculate the maximum deflection of a simply supported 5 m beam carrying 5 KN concentrated load at…

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Q: Determine the horizontal deflection at joint D of the truss shown in the figure by using the virtual…

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Q: A 20 kN/m 3 m 1.5 m 20 KN 15 kNm 1.5 m B

A: Young's Modulus is 200kN/mm2

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.