solve this structural design question using australian standards (a) The diagram shown below (Figure 3) represents a...
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...
Show solution for this assignment question (b) State the importance of deflection analysis in structural design. Determine the vertical deflection at A for the beam (shown in Fig. 1b) using the Method of Superposition. El is constant for the beam. The support at B is a roller while the support at C is a pin. (8 Marks) 20 KN 20kN/m 40 kNm Fig. 1b Slope at End Maximum Deflection +upward) Load and Support (Length L) Equation of Elastic Curve +upward)...
please draw and solve show every thing details “” Question 3 128 Marks 2 rectangular beam shown in the figure is subjected to a fluctuating axial force. It fluctuates between 5 kN and 15 kN keeping its direction. The beam is to be machined to the dimensions shown in the figure with a transvers hole of diameter d-14 mm/ Material of the beam is AISI 1040 CD steel (S-590 stress concentration factor as 2.2. K Pa, Sy 490 MPa). Take...
The beam is shown in the figure below. Use the slope-deflection method. The support Ais pinned, support B is a roller, and support C is fixed. Assume El = 21537 kNm2. The support at B settles by 73 mm (downwards). The segment AB is subjected to a uniformly distributed load w= 11 kN/m. The segment BC is subjected to a point load P = 91 KN. Enter the digit one in the answer box. The link will be provided on...
15 marks Question 3 Consider the frame shown in Figure Q3 for which all elements have constant stiffness EL. Implement the flexibility method by removing the vertical support at A to create a statically determinate system. The Volume Integral Table is found on page 8 of this examination paper Find the reactions at A and D considering that node C is equidistant to nodes D (a) and B [12 marks] (b) Draw the bending moment diagram for the frame. 13...
Question 2: Stiffness Method in Structural Analysis. Calculate the moment at the fixed end support for the 2 span continuous beam structure as shown in Figure Q2 below using stiffness method. (Hint: Use superposition of fixed end and nodal load structure.) The continuous beam is fixed end supported at joint A. It is roller supported at joint B and C A point load of 80 kN is acting on member AB, 6 m from joint A. A uniform load of...
This is statically indeterminate structure please solve using Engesser's theorem. 8/9 (25 marks) Question 4 The elevations of all points on a parabolic arch (see Figure Q4a) are given by 4 h X - y = height of point above horizontal line joining springing points; rise; where span; horizontal distance of the point from a springing point W h k L Figure Q4a The horizontal reaction, H, at the support of a parabolic arch with point load, W, at a...
Q3. Figure 3 below shows the initial state diagram for a two input (X2, Xi), single output (Z) control system. Design a Moore asynchronous logic solution addressing the following steps A flow table a) [5 marks] b) A merged flow table (explaining why merging was used, and showing the re-numbered merged states) and the revised merged state diagram [8 marks] Assign state variables, and generate an excitation table, marking transitions from unstable to stable states, making statements regarding the presence...
Please solve number 2. 2. The beam shown in Figure 1 is used...upport a dead load of 500 kN/m, and concentrated live load of 10 KN. Determine the 2.1 the maximum positive (upward) reaction at B, 2.2 the maximum positive shear at C, and 2.3 the maximum positive moment at D. 3. Determine the maximum positive shear and moment at point C due to series of concentrated moving loads shown in the Figure below. ESTAURATION ELEUCO2K5k4k DLOU bent SOSO SEBEUS...
The simply supported beam carries a uniform load. of 30 kN/m is shown in Figure 3. Due to a certain requirement, maximum deflection should not be more than 1/360 of the span length. If the allowable bending stress, Ơalkw-168 MPa and allowable shear stress. llo 110 MPa, choose the lightest wide flange beam from Appendix. Given data E-225 GPa, p 7850 kg/m3. Assume A is a pin and B a roller support Rasuk yang dsokong mudah Disebabkan sebuah keperluan tertentu,...