200 mm 200 mm Given a built-up beam in Fig. 3, (a) Locate the centroid y of the cross-sectional area (b) Find the moment of inertia with respect to the neutral axis passing through the centroid and in parallel with the x-axis 20 mm 50 mm 150 mm 10 mm 10 mm 300 mm 20 mm- -20 mm Fig. 3 x
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- beam of length 6m is supported at its ends and carries UDL 0f intensity (25+33kN/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. TakeE = 2x105N/mm2 and I = 4x108mm4Use the conjugate-beam method to determine the slopes and deflections at points B andD of the beams shownPolar moment of inertia (I) in cm¹ at a rectangular section having width b = 2 cm and depth d = 6 cm is 3 bd³ db³ 3
- DOUBLE INTEGRATION METHOD Problem 615 Compute the value of EI y at the right end of the overhanging beam shown in Fig. P-615. R₁ 6 ft 2000 lb ↓ x4 ft Figure P-615 R₂ 500lb/ft 3 ft- dDo not give answer in image formet and hand writingDetermine the horizontal deflection at joint G of the truss shown, by the virtual work method.