Thumbs-up will be given. Please write the complete solutions and Write Legibly. Calculate the corresponding slenderness ratio of 225mm diameter timber column, both ends fixed 4m long. Use Ew=7310MPa and Fc=9.56 MPa (parallel to grain). Express your answer in 2 decimal places.

For part A: I got 5.20 in For part B: I got 0.0147 or 1.47% For part C: Please compute the R value: R=ρfy(1-a/2d) Then compute the Mt value: Mt=Rbd^2 Please show how to get units in kip ft

I'll rate 5 stars. I just need solution.

Please show complete solution

answer A only . Answer just by virtual work method

#2 will upvote anyone who will answer correctly. Thanks

The wood beam has an allowable shear stress of Tallow=3.5 MPa. 50 mm +200 mm Part A 50 mm 4 V 50 mm Determine the maximum shear force V that can be applied to the cross section. μA 100 mm Express your answer to three significant figures and include the appropriate units. Value Units 100 mm

#3 will upvote to anyone who will answer. Please use correct UNITS and DECIMAL places. Thank you

UPVOTE will be given! Please write the solutions completely and legiby. Box the final answer. Answer in 3 decimal places! Strength of Materials The assembly shown is made up of T-shape steel and two wood as shown. A bending moment M is applied to the composite beam. Given: Es = 200 GPa Ew = 25 GPa M = 90 kN.M h = 200 mm   a. Calculate the distance of the centroid from the bottom of the beam in mm. b. Calculate the absolute maximum stress in the wood in MPa.

The timber member has a cross-sectional area of 1581 mm2 and its modulus of elasticity is 12.2 GPa. Compute the change in the total length (in mm) of the member after the loads shown are applied if x = 1.8, y = 3.54, and z = 4.62. Round off the final answer in two decimal places.