a) Describe conditions for stability of a structures with examples. b) Differentiate between the external and internal indeterminacy of coplanar rigid frame. Support your answer with neat sketches. c) Is it possible for a circular arch to act as funicular arch? Explain. d) Describe different assumptions made in the analysis of cables. Discuss the implication of each assumption. e) Differentiate between the influence line for shear force at a certain section and the shear force diagram.

a) Describe conditions for stability of a structures with examples. b) Differentiate between the external and internal indeterminacy of coplanar rigid frame. Support your answer with neat sketches. c) Is it possible for a circular arch to act as funicular arch? Explain. d) Describe different assumptions made in the analysis of cables. Discuss the implication of each assumption. e) Differentiate between the influence line for shear force at a certain section and the shear force diagram.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Need Correctly!!
Tip loads, strain gauge and a data acquisition system that plots strains as a function of time.
W o No. Load Elongation Lo P(KN) SL(mm) |(mm) Area O eng (KN/m²) Еeng (mm) m² 1 100 36.1 2 38 0.02 100 36.1 3 76.2 0.12 100 36.1 4 92.7 0.25 100 36.1 107 0.50 100 36.1 6. 149 2.03 100 36.1 7 160.6 3.55 100 36.1 8 102 3.87 100 36.1 9 100.7 4.01 100 36.1 10 98.33 4.12 100 36.1 11 155 4.65 100 36.1 12 142 5.1 100 36.1 13 124.2 5.84 100 36.1
Find the centroid of the following structure:
The thin square plate shown is uniformly deformed such that , +1.360 ut. , -628 ut, and y=+1.285 urad. Determine the normal strain ,, in the plate. 60 mm -276 με Ο 351 με -179 ut -254 HE -233 με x
Q1)The magnitude of stresses have been applied on soil element where Normal vertical stress is 120 KN/m² , Normal horizontal stress is 300 KN/ m², shear stress is 40 KN/m² and Angle of internal friction is 20°. Find the Principle stress and Normal and Shear stress on plan AB, figure 1. The figure 1 is below i have attached in jpg format. Solve the question according to this figure?
An Eccentric force P is applied as shown in the figure below
Question is not graded. Please answer
For the given structures, determine the degree of indeterminacy. 8. 8
9:42 Von WiFi 83% 1) Justify the adequate of behavior of different structural material under different load conditions. 2) Determine shear force and bending moment value of statically determinate beam under Easily add text in PDF Add 5) Estimate load carrying capacity of column and strut subjected to axial loading using Euler and rankine theory. BV 2i To integrate quelities ike HUMANTY, SOCIAL VALUES, professional ETHICS and LEADERSHP in students in order to encourage contribution to Dciety. 13) To acquaint with moderm technicue and methad to emerge in acceptable dvil engineer in the competitive enviranment. 14) To collaborate with industry ard stakeholders for education, conultancy and research. (5) To encourage the students for higher studies. BHULABHAI VANMALIBHAI PATEL INSTITUTE OF TECHNOLOGY (DIPLOMA STUDIES) UMRAKH BIT . CIVIL ENGINEERING DEPARTMENT VISION: To be a centre of excellence to provide ethical professional diploma civil engineers. SEMESTER: 3rd COURSE NAME: STRUCTURAL…
1 c)
Examine how the load distributions occurs in structural members