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correct answer please Il dimensions in millimeters 500N 500 N 22.00 10.00 15.00 10.00 R11.00 30.00 12.00 30.00 1000 N 00...
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a 500 mm and d -100 mm. Using load magnitudes of P.-3000 N, 1000 N, and B-1500 N, determine the normal and shear-stresses in the structure at point H. (Point H is co-planar with the x-y plane.) The cross-sectional properties are A 1257 mm2 J = 251,327 mm" 1,-1,-125,664 mm4 emax -5333 mm3 Present your answers in the following stress tensor...
Bear Normal Bull Market Market Market Probability 15.00% 50.00% 35.00% Stock X -12.00% 10.00% 21.00% Stock Y -22.00% 14.00% 39.00% 3.c) If the risk–free rate of return is 2.95%, what are the Sharpe Ratios for stocks X and Y (8 points)? (Please assume that the standard deviations of the excess returns are the same as the standard deviations of returns calculated in part b) Given that- i ii iii iv=i*ii v=i*iii vi=i*(ii-10.55%%)^2 vii=i*(iii-17.35%)^2 Probability X Y Expected return X Expected...
what is the correct answer
Task 10 36 Calculate the torsional section modulus W, of the profile Dimensions are in millimeters. 38 d. 885 mm? f. 262 mm 159 mm, 3 e. 111 mms a. 1110 mm 4 b. 278 mm, з с. Answer
Task 10 36 Calculate the torsional section modulus W, of the profile Dimensions are in millimeters. 38 d. 885 mm? f. 262 mm 159 mm, 3 e. 111 mms a. 1110 mm 4 b. 278 mm,...
(3pts): The truss is constructed of A36 steel (E -2 a cross-sectional area of 250 mm2. Answer the following s 300 Clbe wna -250 MES, AI 00 G Pa and O, 250 MPa). All truss members have (a) Determine the normal stress and strain in member CD. (b) The support at joint D uses a pin placed in double shear. The pin diameter is 20 mm Determine the average shear stress acting in the pin. 50 kN 50 kN 25...
Only point A please
HOMEWORK 1: At the Cullowhee Zoo one of the most popular attractions is watching the hippos dive off of a specially constructed diving board into the Tuckaseegee River. They are magnificent, you should really go some time. The diving board consists of a very strong wall with a support pipe embedded into it with very strong concrete. The pipe is welded together with a diving board that has a hollow, rectangular cross section. BOTH THE PIPE...
Part 1 Correct Three loads are applied to the cantilever beam shown. The cross-sectional dimensions of the beam are shown in second figure. Assume a = 10 in, h = 2 in., k =3 in, e = 4 in., P = 26 kips, Q = 21 kips, R = 10 kips, b = 9 in., and d - 13 in (a) Determine the normal and shear stresses at point K. (b) Determine the principal stresses and maximum in-plane shear stress...
A pressure vessel with dimensions do 5 in and t 3/32 in is put under the following combined loading: internal pressure P380 psi, axial load F7 kips and torque T 900 ft #. a.) Check that the pressure vessel can be classified as thin walled b.) Calculate all the types of stresses c.) Draw the stress element with values d.) Combine the stresses to determine the maximum shear stress Tmax [psi] e.) Determine the safety factor N given that the...
Please Answer the remainer of the questions parts. thank
you!
Part 1 Your Answer Correct Answer Correct Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at the point are shown. Assume stress magnitudes of S - 55ksi, 5-15 ks, and S. - 14 ksi. m. Construct Mohr's circle for this state of stress on paper and use the results to answer the questions in the...
Please provide a correct answer to these questions.
The material is structural steel with of = 220 MPa, E = 200 GPa, v = 0.3, and a = 12x10-6 / 0 C The steel rod (Figure 1) is constrained between two rigid surfaces. It has a diameter D = 20 mm and is subjected to load P = 20 kN. Consider the following value below The reaction at 'A' = 13.13 KN(t) The reaction at 'B' = 6.67 KN(t) The...
(Q2) For the shown beam, a uniformly distributed load is applied across the beam length. The beam cross section is symmetrical. The beam length and cross-sectional dimensions are shown in figure. 40 mm B С 300 mm 10 N/m N A 40 mm 300 mm 40 mm 500 mm 1- Plot the Shear Force Distribution (with values) 2- Plot the Bending Moment Distribution (with values) 3. Determine the maximum Moment value and indicate the most critical section 4- Calculate the...