Before the uniform distributed load is applied on the beam, there is a small gap of 0.2 mm between the beam and the post at B. The post at B has a diameter of 40 mm, and the moment of inertia of the beam is I = 875 (10°) mm“. The post and the beam are made of material having a modulus of elasticity of E = 200 GPa. Part A Determine the support reaction at A. Take w = 27 kN/m . (Figure 1) Express your answer with the appropriate units. HÀ A, - Value Units Submit Request Answer Part B Determine the support reaction at A. Express your answer with the appropriate units. igure 1 of 1 A, - Value Units Submit Request Answer Part C Determine the support reaction at B. I m |B 0.2 mm Express your answer with the appropriate units. 6 m 6 m ? By = Value Units

Hand written please.

The allowable tensile stress for wires AB and AC is σallow = 200 MPa, and wire AB has a diameter of 6 mm and AC has a diameter of 8 mm. Determine the greatest force P that can be applied to the chain

k=17      p=117kN  Strength of material question. without taking into account wire thickness.

Required information Consider the given state of stress. Take A= 16 MPa and B= 48 MPa. В A 60 MPа Determine the principal planes. The principal planes are at and

This is a mechanics of material question please show all steps clearly please show the given, what is to be found, and a free body diagram.

HW. 9-3. The state of stress at a point in a member is shown on the element. Determine the stress components acting on the inclined plane AB. Solve the problem using the method of equilibrium described in Sec. 9.1. 60 400 psi *650 pகம்

Two wooden studs with cross-sectional dimensions 45×145 mm2 are glued together to form a beam with a T-sectionaccording to the figure on the right and loaded according to the figure on the left. The beam is loaded in its rigiddirection.a) Calculate the moment of inertia of the cross-section about the centroid axis (z-axis).b) Calculate the maximum normal stress in the beam.c) Sketch the normal stress distribution over the most loaded cross-section of the beam. All calculations must be clear and handwritten, draw and check so that the answers are correct

The force P causes the rigid arm ABC to rotate clockwise about pin A through an angle of 0.026 degrees. Determine the normal strain in wire BD & CE

The rigid bar AB is hinged at A and supported by a steel plate hanger. The hanger is fixed at C and bolted at D with two plates.Given: Width of plate hanger= 50 mm Thickness of plate hanger = 10 mm Bolt diameter= 20 mm Allowable bolt shear stress= 68 MPaAllowable bolt bearing stress= 250 MPa a.What is the allowable stress in the hanger based on bolt capacity in double shear at D. b.If the maximum tensile stress in the hanger is 138MPa, find the allowable load W