Id) Determine the moment of inertia about the y axis. [9 Marks) Total: 20 Marks Question...
2) (10 marks) a) The frame is subjected to the load of 4 kN which acts on member ABD at D. Determine the required diameter of the pins at D and C if the allowable shear stress for the material is tallow 40 MPa. Pins C is subjected to double shear, whereas pin D is subjected to single shear. b) Determine the preferred basic size for the pins at D and C. 3) (10 marks) A sign is subjected to...
Question (a) Why locating shear centre is important in structural design. Locate the shear centre of the thin walled section shown in Fig. 2a with respect to the centre of the web (O) for a vertical downward shear of 100 kN (7 Marks) 50 mm 25mn 25 mm 25 mm 25 mm 25 mm Fig. 2a For the beam shown in Fig. 2b, determine the maximum deflection between B and C. Support at 8 is a pin and support at...
The figure below depicts the cantilever beam. Determine the magnitudes of bending moment (M) in kNm, axial stress() in kN/m2, and shear force (V) in kN acting at point A. The equation for finding the axial stress is = Axial load / cross-section area. Cable XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXI BT Beam (0.2 m × 0.2 m) Frictionless Pulley 3 m 50 kN Select one: a Bending moment (M) = 150 kNm, Shear force = 50 kN and axial stress = 1250 kN/m2...
Question 2The beam is supported by a pin at A and a short link BC. If P= 15 kN, determine the average shear stress developed in the pins at A, B, and C. All pins are in double shear as shown, and each has a diameter of 18 mm.
With a U cross section, is subjected to uniformly distributed force 11 kN/m and a concentrated load of 12 kN as shown. (a) the reaction at supports A and B, (b) sketch the shear diagram and the moment diagram, (c) determine the location of neutral axis of the cross section and calculate its area moment of inertia about the neutral axis, and (d) determine absolute maximum bending stress and (e) absolute maximum transverse shear stress.
The simply supported beam, with a U cross section, is subjected to a uniformly distributed force of 8 kN/m and a concentrated load of 12 kN as shown. (a) Determine the reaction at supports A and B, (b) sketch the shear diagram and the moment diagram, (c) determine the location of the neutral axis of the cross section and calculate its area moment of inertia about the neutral axis, and (d) determine absolute maximum bending stress and (e) absolute maximum...
Determine the moment inertia along the horizontal neutral axis
for the cross section of the beam (in 106
mm4) and the maximum normal stress due to bending on a
transverse section at C (in MPa)
3 KN 3 KN 1.8 kN/m 80 mm 11 A | В 300 mm D -1.5 m -1.5 m -1.5 m
Question 1 (20 marks total) For the cross-section given in Figure 1, a) determine the distance y to the centroid; (10 marks) b) find the moment of inertia about the x'axis. (10 marks) V 30 mm 30 mm 70 mm 140 mm 30 mm 30 mm 170 mm Figure 1 Question 2 (20 marks total) For the beam in Figure 2, a) determine the reaction forces at A and B; (4 marks) b) develop shear and bending moment equations in...
QUESTION 1 [25 marks A frame loaded with a uniformly distributed load at Member AB and point load at Member BC and joint B. It has pinned supports A and C, while joint B is fixed connected, as can be seen in Figure 1. Take E-200 GPa. a) Using the slope-deflection method, calculate the moments and illustrate the bending moment diagram. [15 marks) b) Then calculate the shear forces and sketch the shear force diagram. [10 marks) 22 KN 10...
Problem 3. (38% ) Determine the internal normal force, shear force, and moment at points A and B in the frame. The supports at C and D are both pins. Present a F.B.D. for each analysis performed. KN 4(3)-12KN 4 kN/m Cak Cy 2 m 12, KN A 1.5 1-5m 1m- 1 m m. Crt (タニP× 1Z k Thar EMC-0 -12 (1.5) P (2) =o Bh-C=O Dry. -9KN FrD A-(121-6 EMc-o (e.6) M
Problem 3. (38% ) Determine the internal...