A two-dimensional two-pinned portal frame ABCDE is pinned to rigid supports at positions A and E,...
question about mechanics of materials i Question 3 Draw the shear force and bending moment diagrams for a plane frame ABCDE as shown in Figure Q3. D is a pinned connection. frame ABCDE as plane (20 marks) 100kN 3m 10kN/m 3m 3m 3m Figure Q3 i Question 3 Draw the shear force and bending moment diagrams for a plane frame ABCDE as shown in Figure Q3. D is a pinned connection. frame ABCDE as plane (20 marks) 100kN 3m 10kN/m...
Question 3 [40 MARKS] A steel frame ABCDE, in Figure 3, is supported on rollers at A, and is rigidly fixed at E. It carries a collapse load of 1002 kN acting at B and D. The plastic moment of resistance of members AC = 200 kNm and that of CE = 100 kNm. Using plastic theory, calculate: (a) The collapse load factor of the frame. (b) The reactions and bending moment diagram of the frame at collapse. 100 г...
A rigid triangular frame is pinned at Cand held by two identical bars at points A and (x connections) Each bar has length 2 = 1 m Young's modulus E= 100 Pa and cross section area. 5 mm. A moment M=1000 N·m is applied at point (1) Is this an indeterminate problem? Why? (10 points) (2) Find the stresses in two bars. (30 points) РОС // D. M
Im mostly interested in question C but you might need the other questions to get the answers 4. Consider the portal frame illustrated in Figure 04. The frame is subjected to two point loads as shown. The two vertical members have a plastic moment capacity 2.M, while the horizontal member has a plastic moment capacity M,. Use the Virtual Work Method to answer the following questions: (a) Identify all collapse mechanisms and calculate their corresponding load combinations. 10 marks) (b)...
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...
Q1. The frame shown has two pin supports at points A and B. The horizontal reaction at B is -1.83kN (1.83kN to the left). Calculate the remaining reactions for the frame and draw the bending moment diagram, calculating and marking all local maximum moments. Also sketch the deflected shape, noting any points of inflexion 2kN 5 m 1.5 m 0.75 kN/m 4m Deflected BMD Shape
summatize the following info and break them into differeng key points. write them in yojr own words apartus 6.1 Introduction—The design of a successful hot box appa- ratus is influenced by many factors. Before beginning the design of an apparatus meeting this standard, the designer shall review the discussion on the limitations and accuracy, Section 13, discussions of the energy flows in a hot box, Annex A2, the metering box wall loss flow, Annex A3, and flanking loss, Annex...