It's a problem of Mechanics of Solids. Kindly show all the works.
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It's a problem of Mechanics of Solids. Kindly show all the works. QUESTION 1 (TEST 2)...
50 kN 40 kN/m Q1: For the overhanging beam shown below, draw the shear force and bending moment diagrams. Write the equations for the shear force and the bending diagrams as needed. For bonus points sketch the deformation shape (elastic shape of the beam under the given loads). Hint: A is pin support, and B is roller. 4 m 2 m
QUESTION 2 Beam ABCD is 8 m in length and is pin-supported at A and roller-supported at C as shown in Figure Q2. A counter-clockwise concentrated moment acts about the support A. A uniformly-distributed load acts on span BC and a vertical concentrated load acts at the free end D a) Determine the reactions at supports A and C. 4 marks) b) Obtain the shear force and the bending moment functions (in terms of x) for each segment along the...
Problem 2: For the beams shown below: 1-Calculate the reactions at the supports. 2- Draw the shear force) and the bending moment diagrams. Indicate all critical values. 800 N Internal hinge 200 N.m 4 m 120 N/m Beam A 8 m 100 KN Internal hinge 20 KN/mm 10m ←ㅡㅡㅡ + + 5 m ㅡㅡ 10m ㅡ ㅡ Beam B
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
20:01 V.VB/s STC Exam-2.pdf Subject: Mechanics of Materials Code: CE 202 Semester 411 QUESTION #2 Beam AE is loaded as shown in the Figure. a) Draw the shear force and the bending moment diagrams for the beam. Clearly mark the numerical values at points A, B, C, D and E. b) What are the maximum bending moment and the maximum shear force? State where they occur 4 kN/m 5kN com Tosmosm/10m Student Name:................... ................... ...... Student ID...... Page 3 of...
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Question Six: Calculate the reactions and draw the shear and moment diagrams for the beam shown in Figure 6. Calculate the maximum shear force and bending moment value and indicate where these maxima occur. 8 kN 15 kN/m 20 kN m 2 m 2 m I m Im
Question 2 (25 marks) A square wood platform of side-length L = 2.4 m rests on masonry walls. The deck of the platform is constructed of 4 cm thick planks supported on two beams which are 2.4 m long. The beams have a width of 100 mm and height of 150 mm and are supported at their ends by the walls. The structure is designed to support a uniformly distributed load, wA (kN/m2), acting over the entire top surface of...
Problem#1 (10 points): For each beam in the figure below, determine the following: a) Shear forces b) The shear force diagram. c) Bending moments. d) The bending moment diagram. e) The maximum value of the bending stress (same cross-section for all beams) (I=180*106 mm). f) The mode of loading created by the bending stress (tension or compression) 19 N le 12 N 16 AN 24 AN GAN 2 N 20 NEL 1 m ( 19 KN 2 AN NYE 4...
The simply supported beam shown in Figure 1 is pin-supported at A and roller-supported at D. la) Replace the distributed loads in Figure 1 by an equivalent resultant force and locate its location with respect to A. {2 + 3 marks 1b) Calculate the reactions at supports A and D. {2 marks 1c) Calculate the shear force and bending moment at point C. {4 marks) 15 kN/m 6 kN/m D B q 3.0 m 3.0 m 3.0 m Figure 1
Q1 A cantilever beam carries a horizontal point load P of 100 kN at its end, as shown in Figure Q1 (a). In this case, the self weight of the beam must be included. The beam is made from a square box section with a width of b and a depth of b (refer to Figure Q1 (b)). The density of the beam is 20 kN/m² and the maximum allowable longitudinal stress of the beam is 200 N/mm2.K b P=...