Answers
6....c
7....a
8....b
Explanations provided below
Name: Section: Problem 6 Three materials are used to make a composite beam with a rectangular...
Problem 1 (27 points) Consider composite beam shown in image below. a) Draw internal force diagrams (6) b) Draw transform section and find its moment of inertia (9) c) Draw normal stress and strain diagram at cross-section with max moment (6) d) Find shear stress at the interface between PVC and Escon (6) 500 lb 500 lb PVC Epvc 450 ksi Escon EF160 ksi 3 ft 3 ft in. 2 in 3 in.
Problem 1 (27 points) Consider composite beam...
mechanics materials
To determine the reactive forces and moments acting on a beam; express the shear and bending moment as functions of their positions along the beam; and construct shear and bending moment diagrams. The cantilever beam shown is subjected to a moment at A and a distributed load that acts over segment BC, and is foxed at C. Determine the reactions at the support located at C. Then write expressions for shear and bending moment as a function of...
bh 6.0 kips 1 12 1. Determine the shear stress at point H on the cross-section. A. 35.3 psi 3 in. B. 40.0 psi x H C. 26.7 psi D. 32.0 psi E. None of the above 7 ft 7 ft 15 in. 3.00 kips 3.00 kips 3.00 3.00 6 in. V Units: kips -3.00 21.00 -3.00 2. Determine the maximum normal stress at the bottom of the beam. A. 1.82 ksi B. 1.12 ksi C. 1.44 ksi D. 1.02...
16. Beam Deflection Using the method of progressive diagrams, find the centerline deflection for the given beam. Give the required values for each diagram (load, shear, moment slope(EI) and deflection) shown in the problem statement (see the pdf). 3 w 1 DATASET: 1 -2. Length A Length B Point Load P Uniform Load w Modulus of Elasticity Moment of Inertia 9 FT 10 FT 13 KIPS 1 KLF 29000 KSI 600 IN 4 -A- B- -- A - Correct Answer...
Name: Section: Problem 30 Determine the maximum normal compressive stress in the beam. 16 in w = 2 kip/ft 12 in a) 32.21 ksi b) 7.89 ksi c) 3.10 ksi d) 0.79 ksi e) None of the above 8 in 201 y=2.82 in from the top 1 = 363.80 in 2 in
Name: Section: Problem 30 Determine the maximum normal compressive stress in the beam. 16 in w = 2 kip/ft 1 2 in a) 32.21 ksi b) 7.89 ksi c) 3.10 ksi d) 0.79 ksi e) None of the above 8 in 20 ft y=2.82 in. from the top I = 363.80 in 2 in Problem 31 Determine the normal stress in the wall of the spherical thin walled pressure vessel. a) 40,000 psi 500 psi internal gas pressure in b)...
11 Section 4, Problem 11. A beam is loaded by a shear force V. The beam cross-section is shown below. The moment of inertia of the cross-section is 3471 in 4. The centroid of the cross-section is 6.25 inches from the base. Determine: a) the shear stress at point b) the shear stress at point B. c) the maximum shear stress in the cross-section. X 02:46:51 V = 55 (kips) The maximum shear stress at point A is The maximum...
I need a solution for this advanced mechanics of steel
structure problem:
A composite beam of rectangular cross section is constructed by joining material “A” with material “B": material “A” is joined to material “B” in such a manner so that fully composite behavior is achieved, i.e plane sections remain plane over the entire cross section. Material "A" Material “B” Given: Material "A" and "B" are both elastic -perfectly plastic, with the following properties: Material "A": E = 30,000 ksi and...
2. A 30 ft long simply supported beam supports a uniformly distributed load of 2 kips/ft over the entire span. The beam and cross section are shown below. Draw the shear and moment diagrams, find the neutral axis location, moment of inertia of the composite section, the maximum bending stress on the cross section. (40 points) 10" 2 k/ft 1-3" 30'-0"
3 ft, 3 ft 3 ft Problem 3. The beam is supported by a pin at point B and a roller at point E. A distributed load q = 1 kip/ft is applied across AC, and a point load P = 5 kips and counter-clockwise moment M = 9 kips . ft are applied at point D. Determine the reactions at the supports, and draw the shear and bending moment diagrams.