The rigid bar BDE is welded at point B to the steel beam AC. For the loading shown below. 1. Derive the bending moment equation for the beam using Macaulay's notation. 2. Determine the slope at point A 3. Determine the deflection at point B Assume EI of the beam is constant. B 20 kN/m E 60 kN 1.5 m-1.5 m-1.5 m- C

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determine the deflection at B in mm using Conjugate Beam Method. Consider 150 mm x 200 (b x h) mm section and E=80 GPa. Enter the absolute value only and round off your answer to 3 decimal places Answer asap. I rate

Problem 2 Moment-Area Method: For the given beam below, answer the questions. El = constant: 5 kN 8 kN-m A В 6 m 6 m 6 m (b) (c) | Draw the Curvature Diagram of the beam. Mark all important values. Determine the slope at point A, 64, using the moment-area method. | Determine the deflection at point B, Ag, using the moment-area method.

The final answer is Mb= 4350 Ib-ft

By using three moment equation, determine the deflection three meters to the left of roller support

5. For the beam shown in the figure, determine the slope at A and B and the value of the maximum deflection. 150 lb 240 lb 0.3 k/ft -10 ft -8 ft- - 10 ft- E = 29,000 ksi | = 20 in

Determine the value of the applied torque, M if the beam's midspan deflection is to be zero. Assume El=const. Sketch SHEAR / MOMENT / DISPLACEMENT diagrams. P = 100 lb 2 ft M w=10 lb/ft 3 ft 5 ft B

The simply supported beam with following cross section is loaded with concentrated loads and uniform load as shown. Determine a) the maximum tensile and compressive bending stress if P= 150 kip and w = 10 kip/ft, and b) the allowable uniform load w if the allowable bending stress is 24 Ksi and P = 15w. 3.169 in and c 1.5 inch Draw the FBD and calculate the reaction forces and shear and bending moment diagram. Draw the stress profile. Determine the maximum bending moment and its location 0.25 in. 3 ft 3 ft -0.25 in. 3 in. 10 ft 0.25 in. 3 in. -

For the steel cantilevered beam shown, determine the minimum moment of inertia of the structural tee section, Imin if the deflection at the free end is limited to 1.2 in. +4₂ Given: • L=19.1 ft L₂ = 6 ft F=1215 lb • q = 1 kip/ft • 1620.86 q -¹/2 L Save & Grade 4 attempts left Save only IF L in4 H L₂ III ? X0% V 779 Additional attempts available with new variants