strength of materials1.) Derive the formula for the maximum shear and maximum bendingmoments for Case 1 to case 4 L/2L/2PL48 E1S WLD-384 EICase ICose 2M- PLV P23 PL3648 EIPLD.3EICase 3Case 4CNI

Answered: Image /qna-images/answer/1e381b20-8cda-443b-9cc3-36cd07523b1b.jpg

Answered: PL 18 ET 5 WL 384 EI Case I Cose 2 M PL…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Find shear and bending diagram, and of this structure. deflection El k K₁ rigid rigid W
The shaft is made from a solid steel section AB and a tubular portion made of steel and having a brass core. If it is fixed to a rigid support at A, and a torque of T = 50 lb.ft is applied to it at C, determine the rotation angle that occurs at C relative to A and compute the maximum shear stress and maximum shear strain in the brass and steel. Take Gst = 11500 ksi, Gbr = 5600 Ksi. 3 ft 2 ft 0.5 in. B 1 in. T = 50 lb·ft
Determine the max distributed load on the T-beam, if the allowable shear stress is 7.50 MPa at the critical cross-section (where shear force is max along beam).indicate the location of the critical cross-section. point c is useless
Problem propeller shaft for a small yacht is made of a soli steel bar 104 mm in diameter. The allowable stre shear is 48 MPa, and the allowable rate of twist i: 2.0° in 3.5 meters. Assuming that the shear modulus of elasticity is Tmax 80 GPa, determine the maximum torque can be applied to the shaft. T 本

Flexure stress *Please answer in complete solution and draw the shear and moment diagram, Solve the Area moment of inertia*
For the beam and loading shown, consider the n-n section. (a) Absolute value of shear force in n-n section |V| In kN units, (b) the absolute value of the shear stress at point a of the n-n section |τ| Specify in MPa units. Take the P value of 34 kN and the D value of 17 mm in the question.
The right angle bar is supported by a pin at B and a roller at C as shown in figure. The 30 mm diameter pin is in double shear. The shear stress in the pin is limited to 120 MPa. Neglect torsional effect. 400 mm BC The maximum safe value of Pis 30° P 480 mm kN. (Round off to one decimal place)
25. Design stress is less than the ultimate strength. O 26. If the internal bending moment is negative, the beam bends concave upward. O True False O O True False 27. If the internal shear is negative, the beam bends concave downward, True False
1. We have a truss structure with a hinge on the left and a roller on the right. (Use method of moments ONLY for finding the members and use the numbered name only for each member) 30.00" a) Find the force acting on members 2, 3, 7, 9, 14, 15. (Indicate Compression or Tension) b) Determine the normal stress @ members 2, 3, 7, 9. (Use figure 2 for cross-sectional area) P/2 30.00" T IP 30.00" T Figure 1 30.00" P/2 30.00" P/2 10.00" 20.00" 2.00" 0.20" Figure 2 0.20" 2.00" 0.20"!
Question stated in the picture. Detailed answer is needed
Determine the magnitude of the pin force at A. Assume W = 520 Ib, a = 2.9 ft, b = 2.4 ft, r = 7 in. a C B A W D Answer: A = i Ib
1. We have a truss structure with a hinge on the left and a roller on the right. (Use method of moments ONLY for finding the members and use the numbered name only for each member) 30.00" a) Find the force acting on members 2, 3, 7, 9, 14, 15. (Indicate Compression or Tension) b) Determine the normal stress @ members 2, 3, 7, 9. (Use figure 2 for cross-sectional area) P/2 30.00" D foo 30.00" Figure 1 30.00" (10 N -30.00" P/2 P/2 10.00" 20.00" 2.00" 0.20" Figure 2 0.20" 2.00" 0.20"

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PL 18 ET 5 WL 384 EI Case I Cose 2 M PL V P V P 23 PL3 648 EI PL 3EI Case 3 Case 4 e aln