Calculate the maximum deflection of the following beam in millimetres (mm). Assume the beam is made of steel with E = 200 000 MPaPlease write your answer to 2 decimal places, do not include units in your answer and consider a downwards deflection to be positive.The formula for the deflection at the mid-span of a simply supported beam is δ = 5wL4/384EI where a positive deflection here indicates a downwards deflection.

the beam has a maximum design moment of 272 kn-m. the beam is limited to a cross-section of 250mm x 460mm, having an effective depth of 400mm. fc' = 20.7 mpa, fy = 344.7 mpa. use a steel covering of 60mm on both the top and bottom. a) design the reinforcement steel rebar at the bottom of the beam. b) design the reinforcement steel rebar at the top of the beam. c) is the tensile steel yields? show your solution

A 5 kN tensile load is applied on a steel bar of 1000 mm2 cross section and 1 m length. What will be the deflection due to external load? (Take E = 200 GPa)a.25 cmb.25 mc.25 µmd.25 mm

Serviceability deflection limits are set according to a beam: Question 7Select one:a.Elastic modulusb.2nd moment of areac.spand.load

A 6 m long steel column of cross-sectional area  mm2  is loaded in tension with a force P=  N as shown.  Take the Modulus of Elasticity of steel to be 200,000MPa.  a) Assuming the beam does not deform plastically, how much will the column extend by under this load?  Provide your answer in units of mm to 2 decimal places.

the deflection of a beam under a load is directly proportional to the load applied.